Connerton Corner Site Plan

Transcription

Prepared For:
FCPG R E FUND 09-03 LLC
CONNERTON CORNER
1516 East Hillcrest Street, Suite 210
Orlando, FL 32803
Phone: (407) 872-0209
Sheet List Table
RL
STE
WE
LAK
ES
26
DR
S
IN
07
08
12
11
10
09
07
08
52
19
17
20
21
13
14
15
16
22
23
R18E
R19E
18
24
SUN
TER
DRIV RA
E
T
AN
18
17
19
20
34
35
DESCRIPTION: A PARCEL OF LAND LYING IN SECTIONS 26 AND 35, TOWNSHIP 25 SOUTH, RANGE
18 EAST, PASCO COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHWEST CORNER OF SAID SECTION 26, RUN THENCE ALONG THE
F
CU
TOF
26
LOCATION
NT
SA
EA
32
30
29
POINT ON THE WESTERLY BOUNDARY OF CONNERTON VILLAGE ONE PARCEL 103, AS
RECORDED IN PLAT BOOK 52, PAGES 118 THROUGH 131, INCLUSIVE, OF THE PUBLIC RECORDS
Y
S
IN
LA
31
25
DR
ND
27SITE
34
1216.33 FEET TO A POINT ON THE EASTERLY BOUNDARY OF THE ADDITIONAL RIGHT-OF-WAY
FOR U.S. HIGHWAY NO. 301 (STATE ROAD NO. 45), AS RECORDED IN OFFICIAL RECORDS BOOK
7105, PAGE 1783, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA, SAID POINT ALSO
EHR
EN
RLA
STE
WE
D
BLV
ES
LAK
28
W
PK
P
PL
35
FEET TO A POINT ON A CURVE ON THE NORTHERLY RIGHT-OF-WAY LINE OF PLEASANT PLAINS
PARKWAY, AS SHOWN ON SAID PLAT OF CONNERTON VILLAGE ONE PARCEL 103, SAID POINT
36
33
31
32
41
T25S
T26S
06
05
04
03
AS SHOWN ON SAID PLAT OF CONNERTON VILLAGE ONE PARCEL 103; THENCE ALONG SAID
NORTHERLY RIGHT-OF-WAY LINE OF PLEASANT PLAINS PARKWAY, THE FOLLOWING THREE (3)
COURSES: 1) WESTERLY, 241.94 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A
238.35 FEET) TO A POINT OF REVERSE CURVATURE; 2) WESTERLY, 457.15 FEET ALONG THE ARC
OF A CURVE TO THE LEFT HAVING A RADIUS OF 1060.00 FEET AND A CENTRAL ANGLE OF
02
01
LOCATION MAP
(NOT TO SCALE)
06
05
FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 25.00 FEET AND A
THE AFORESAID EASTERLY BOUNDARY OF THE ADDITIONAL RIGHT-OF-WAY FOR U.S. HIGHWAY
383.49 FEET TO THE POINT OF BEGINNING.
CONTAINING 6.452 ACRES, MORE OR LESS.
DRAWINGS OR EXHIBITS) MAY BE COPIED, REPRODUCED, OR DISTRIBUTED UNLESS SPECIFIC WRITTEN PERMISSION HAS
BEEN OBTAINED FROM HEIDT DESIGN, LLC. IN ADVANCE. CONSENT IS HEREBY GRANTED SPECIFICALLY TO
GOVERNMENTAL AGENCIES TO REPRODUCE THIS DOCUMENTATION IN COMPLIANCE WITH F.S. CHAPTER 119.
HEIDT
1
06/22/2015
DATE
DESIGN
REVIEW SUBMITTAL
DESCRIPTION
PLAN REVISIONS
DATE
DESCRIPTION
PLAN REVISIONS
R:\CONNERTON\FCG - CONNERTON\WORKING FILES\CURRENT DRAWINGS\CP\COVER.DWG-C-100 2015/06/25 9:16 AM NATALIE BUDEN
A
PL
36
SITE MAP
(NOT TO SCALE)
CONNERTON ELEM
DO
LAN
29
Y
PL
CONNERTON BLVD
30
W
PK
S
EA
MO HWY
SCHRADER ME
25
AND
D
27
BLV
S
Sheet Number
1-800-432-4770
DO
LAN
E
Civil Engineering Planning & GIS
Transportation Engineering
Ecological Services Landscape Architecture
Civil Engineering Planning & GIS
Transportation Engineering
Ecological Services Landscape Architecture
CALL 48 HOURS BEFORE YOU DIG
SECTIONS 26 & 35 TOWNSHIP 25 SOUTH, RANGE 18 EAST
PASCO COUNTY, FLORIDA
W
DESIGN
www.HeidtDesign.com
Engineering Business Certificate of Authorization No. 28782
Landscape Architecture Certificate of Authorization No. LC26000405
CONSTRUCTION PLAN
N
HEIDT
5806-B Breckenridge Parkway
Tampa, Florida 33610
Office: 813-253-5311
Fax: 813-464-7629
OWNERS:
(813) 253-5311
1516 E HILLCREST STREET, SUITE 210
ORLANDO, FL 32803
(407) 872-0209
ATTN: CHARLES MITCHELL
GEOTECHNICAL ENGINEER:
PASCO INVESTMENT LAND LLC
C/O ALSOP PROPERTIES INC
77 SARAGOSSA STREET
ST AUGUSTINE, FL 32084-3548
MORTENSEN ENGINEERING, INC.
RICHARD A. MORTENSEN P.E.
6408 W. LINEBAUGH AVENUE, SUITE
111
TAMPA, FLORIDA 33625
(813) 908-5555
SURVEYOR:
DEVELOPER:
ORLANDO, FL 32803
(407) 872-0209
ATTN: CHARLES MITCHELL
GEOPOINT SURVEYING, INC.
DAVID WILLIAMS, P.S.M.
1403 E. 5TH AVENUE
TAMPA, FL 33605
(813) 248-8888
Sheet Title
C-100
COVER SHEET
C-101
GENERAL NOTES
C-102
GENERAL NOTES
C-103
AERIAL SITE PLAN
C-104
DEMOLITION PLAN
C-105
PRELIMINARY SITE PLAN
C-106
C-200
ROADWAY TYPICAL SECTIONS
C-300
MASTER GRADING & DRAINAGE PLAN
C-301
GRADING & DRAINAGE PLAN
C-302
C-303
POND CROSS SECTIONS
C-304
DRAINAGE DETAILS
C-305
DRAINAGE DETAILS
C-306
DRAINAGE DETAILS
C-400
MASTER UTILITY PLAN
C-401
UTILITY PLAN
C-402
UTILITY PLAN
C-601
WATER AND SEWER DETAILS
C-602
WATER & SEWER DETAILS
C-701
SIGNING & PAVEMENT MARKING
C-702
SIGNING & PAVEMENT MARKING NOTES
C-900
CONSTRUCTION STORMWATER MANAGEMENT PLAN
C-901
PRE-DEVELOPMENT DRAINAGE BASIN MAP
C-902
POST-DEVELOPMENT DRAINAGE BASIN MAP
THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THEMANUAL OF
UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND
MAINTENANCE FOR STREETS AND HIGHWAYS, STATE OF FLORIDA IN EFFECT AT
THE TIME OF PASCO COUNTY APPROVAL, AND ARE IN COMPLIANCE WITH THE
STANDARDS THEREIN. ANY DEVIATIONS NOTED ON THE PLANS SUBSTANTIALLY
COMPLY WITH THE INTENT OF THE STANDARDS.
PASCO COUNTY SUBMITTAL DATE:
JUNE 22, 2015
CIVIL ENGINEER:
CONNERTON CORNER
HEIDT DESIGN, LLC
LARA G. BARTHOLOMEW P.E.
5806-B BRECKENRIDGE PARKWAY
FIRST CAPITAL GROUP
FLORIDA PROFESSIONAL ENGINEER
ELEVATIONS BASED ON:
NORTH GEODETIC VERTICAL DATUM 1929
CONVERSION: NAVD 29 TO NGVD 88 = -0.84
COVER
FCG CT 1006
FILE:
PROJECT NO:
GRADING & DRAINAGE
NYB
NYB
DESIGN BY:
DRAWN BY:
WATER COMMITMENT
SEWER COMMITMENT
UTILITIES
SWFWMD
DESIGN BY:
DRAWN BY:
WATER DEP
SEWER DEP
TAX PARCEL ID NO.
35-25-18-0000-00100-1040
COVER SHEET
35-25-18-0000-00100-1060
LARA G. BARTHOLOMEW
PERMIT / FILE NUMBERS
DATE:
REGISTRATION NO.
61035
SSM: ----
NYB
NYB
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
27.
28.
29.
A). PLACED AS "MULCH" MATERIAL SURFACE DRESSING IN FUTURE LANDSCAPE AREAS, STOCKPILING OF
SUCH"MULCHED" MATERIALS (AMOUNTS/LOCATIONS), IF ACCEPTABLE, WILL BE DIRECTED BY THE
OWNER/GEOTECHNICAL CONSULTANT//LANDSCAPE ARCHITECT/ENGINEER;
ALL TOPSOIL/ORGANIC LADEN SAND DISPOSAL AREAS IN LITTORAL SHELF AREAS, WETLAND MITIGATION
POND AREAS, PASSIVE RECREATION/PARK AREAS, OR LANDSCAPE/BERM AREAS WILL REQUIRE ADEQUATE
COMPACTION BY THE CONTRACTOR, SUCH THAT NO SIGNIFICANT FUTURE UNACCEPTABLE SETTLEMENT OF A
LITTORAL SHELF AREA, CREATED WETLAND AREA, PARK/GRASSED AREA, OR LANDSCAPE BERM WILL OCCUR.
C). PLACED ALONG THE BOTTOM OF SELECTED FLOODPLAIN MITIGATION PONDS (NOT IN SIDE BANKS), NOT
BELOW THE PERMITTED EXCAVATION DEPTH OF THE POND, BUT WILL REQUIRE ADEQUATE SOIL COVER;
D). PLACED ALONG THE BOTTOM OF SELECTED DEEPER STORMWATER PONDS (NOT IN SIDE BANKS), NOT
BELOW THE PERMITTED DESIGN DEPTH, BUT WILL REQUIRE ADEQUATE SOIL COVER.
IN ALL INSTANCES, THE MINIMUM POND DEPTH (INCLUDING FLOODPLAIN AND WETLAND MITIGATION AREAS)
SHALL BE NO LESS THAN REQUIRED BY THE ENGINEER.
ALL ORGANIC DEBRIS BURIAL AREAS IN STORMWATER POND AREAS AND FLOODPLAIN MITIGATION POND
AREAS WILL REQUIRE ADEQUATE SOIL COVER OF 18 - 24 INCHES (WITH COMPACTION) BY THE CONTRACTOR,
MEANING AT LEAST AN ADEQUATE WEIGHT/THICKNESS OF SOIL MATERIAL OVERTOP THE BURIED ORGANIC
DEBRIS, SUCH THAT THERE WILL BE NO FUTURE FLOATING UP OF DEBRIS; AND FOR ALL ORGANIC DEBRIS
BURIAL AREAS IN LITTORAL SHELF AREAS, WETLAND MITIGATION POND AREAS, AND PASSIVE
RECREATION/PARK AREAS, ADEQUATE SOIL/MULCH MIXING (WITH COMPACTION) WILL BE NECESSARY BY THE
CONTRACTOR, SUCH THAT NO SIGNIFICANT FUTURE UNACCEPTABLE SETTLEMENT OF A LITTORAL SHELF AREA,
CREATED WETLAND AREA, OR PARK/GRASSED AREA WILL OCCUR.
IF ANY OF THESE PROCEDURES ARE CONTEMPLATED BY THE CONTRACTOR, THEN THE CONTRACTOR SHALL
NOTIFY THE OWNER/GEOTECHNICAL CONSULTANT/ENGINEER IN WRITING, AT THE START OF CONSTRUCTION,
WITH SOME SPECIFIC INFORMATION, INCLUDING THE ESTIMATED QUANTITY AND TYPES OF MATERIALS, TO
WHICH STORMWATER PONDS, FLOODPLAIN MITIGATION PONDS, WETLAND MITIGATION PONDS, OR PASSIVE
RECREATION/PARK AREAS THEY PROPOSE TO USE FOR THIS TYPE OF ORGANIC DEBRIS DISPOSAL, AND WHAT
APPROXIMATE ELEVATIONS WILL BE THE TOP AND BOTTOM OF THE ORGANIC DEBRIS.
3. MUCK/PEAT ORGANIC MATERIALS (TYPICALLY GENERATED FROM WETLAND OR LOWLAND AREAS, OR
SIMILAR AREAS, PERMITTED FOR IMPACT OR DISPLACEMENT, INCLUDING EXCAVATION OF UNSUITABLE
ORGANIC MATERIALS AND REFILLING WITH SUITABLE SANDY SOILS TO ACCOMMODATE DEVELOPMENT;
INCLUDES SIGNIFICANT ORGANIC PEAT MATERIALS, ORGANIC SANDY MUCK MATERIALS, AND MUCKY OR
ORGANIC SAND MATERIALS, DESIGNATED EITHER PT OR A-8, PER THE UNIFIED AND AASHTO SOIL
CLASSIFICATION SYSTEMS, RESPECTIVELY; THOSE ORGANIC MATERIALS WHOSE PRESENCE, OR PLACEMENT BY
THE CONTRACTOR, IS UNACCEPTABLE BENEATH ANY TYPE OF STRUCTURE, PAVEMENT, ROADWAY, HOUSE,
BUILDING, PIPELINE, SLAB, ETC.)
IF ACCEPTABLE TO THE GOVERNING ENVIRONMENTAL AGENCY, THEN ALL SUCH MUCK/PEAT (SIGNIFICANT)
ORGANIC MATERIALS, IF APPROVED IN WRITING FIRST BY THE OWNER/GEOTECHNICAL
CONSULTANT/ENGINEER,COULD BE:
A). PLACED AS "PEAT/MUCK/ORGANIC MATTER" SURFACE LAYER IN NEW OR CREATED WETLAND MITIGATION
AREAS, STOCKPILING OF SUCH "SIGNIFICANT ORGANIC" MATERIALS (AMOUNTS/LOCATIONS), IF ACCEPTABLE,
WILL BE DIRECTED BY THE OWNER/WETLAND CONSULTANT;
B). PLACED IN TEMPORARILY EXCAVATED LITTORAL SHELF AREAS IN SELECTED STORMWATER PONDS, OR IN
TEMPORARILY EXCAVATED SELECTED WETLAND MITIGATION PONDS, IN EITHER CASE NOT IN SIDE BANKS AND
NOT BELOW THE PERMITTED DESIGN DEPTH OF THE POND, OR SUCH ORGANIC MATERIALS COULD BE BURIED
IN TEMPORARILY EXCAVATED PASSIVE RECREATION/PARK AREAS (AT LEAST 30 FEET FROM ANY STRUCTURE)
AT APPROVED DEPTHS/LOCATIONS, BUT ALL THESE DISPOSAL AREAS WILL REQUIRE ADEQUATE SOIL MIXING
(MIX SOIL WITH THE ORGANIC MATERIALS) AND THEN REFILLING (WITH COMPACTION) TO REQUIRED DESIGN
GRADES;
BELOW THE PERMITTED EXCAVATION DEPTH OF THE POND, BUT WILL REQUIRE ADEQUATE SOIL COVER;
D.) PLACED ALONG THE BOTTOM OF SELECTED DEEPER STORMWATER PONDS (NOT IN SIDE BANKS), NOT
BELOW THE PERMITTED DESIGN DEPTH, BUT WILL REQUIRE ADEQUATE SOIL COVER.
ALL ORGANIC DEBRIS BURIAL AREAS IN STORMWATER POND AREAS AND FLOODPLAIN MITIGATION POND
AREAS WILL REQUIRE ADEQUATE SOIL COVER (WITH COMPACTION) BY THE CONTRACTOR, MEANING AT LEAST
AN ADEQUATE WEIGHT/THICKNESS OF SOIL MATERIAL OVERTOP THE BURIED ORGANIC DEBRIS, SUCH THAT
THERE WILL BE NO FUTURE FLOATING UP OF DEBRIS; AND FOR ALL ORGANIC DEBRIS BURIAL AREAS IN
LITTORAL SHELF AREAS, WETLAND MITIGATION POND AREAS, AND PASSIVE RECREATION/PARK AREAS,
1.
www.HeidtDesign.com
Estimated earthwork quantities are as follows:
Connerton Corner Mass Grading Cut = 12,200 Cu. Yd
Connerton Corner Mass Grading Fill = 23,800 Cu. Yd.
Net Excess Material = 0 Cu. Yd.
BELOW THE PERMITTED EXCAVATION DEPTH OF THE POND;
BELOW THE PERMITTED DESIGN DEPTH.
R:\CONNERTON\FCG - CONNERTON\WORKING FILES\CURRENT DRAWINGS\CP\GNOTES.DWG-C-101 2015/06/25 9:16 AM NATALIE BUDEN
NOT BELOW THE PERMITTED DESIGN DEPTH OF THE POND, OR SUCH TOPSOILS/ORGANIC LADEN SAND
MATERIALS COULD BE BURIED IN TEMPORARILY EXCAVATED PASSIVE RECREATION/PARK AREAS (AT LEAST 30
FEET FROM ANY STRUCTURE) AT APPROVED DEPTHS/LOCATIONS, BUT ALL THESE DISPOSAL AREAS WILL
REQUIRE REFILLING (WITH COMPACTION) TO REQUIRED DESIGN GRADES;
EARTHWORK:
WHICH STORMWATER PONDS, FLOODPLAIN MITIGATION PONDS, WETLAND MITIGATION PONDS, PASSIVE
RECREATION/PARK AREAS, OR LANDSCAPE BERM AREAS THEY PROPOSE TO USE FOR THIS TYPE OF ORGANIC
DEBRIS DISPOSAL, AND WHAT APPROXIMATE ELEVATIONS WILL BE THE TOP AND BOTTOM OF THE ORGANIC
DEBRIS.
FIRST CAPITAL GROUP
A). PLACED AS FILL IN NEW (LARGER) LANDSCAPE/GRASS COMMON AREAS OR LANDSCAPE BERM AREAS (WITH
COMPACTION),
STOCKPILING
OF
SUCH
"TOPSOILS/ORGANIC
LADEN
SAND
MATERIALS"
(AMOUNTS/LOCATIONS), IF ACCEPTABLE, WILL BE DIRECTED BY THE OWNER/LANDSCAPE CONSULTANT;
5806-B Breckenridge Pkwy.
Office: 813-253-5311
Fax: 813-464-7629
5.
NON-STRUCTURAL CLAYEY SAND/CLAY MATERIALS (TYPICALLY GENERATED FROM POND/LAKE
EXCAVATIONS OR FROM UTILITY PIPELINE/MANHOLE EXCAVATIONS; SUCH CLAYEY SAND/CLAY MATERIALS,
WITH TYPICALLY 40% FINES OR MORE PASSING THE NO. 200 SIEVE, DESIGNATED EITHER SC, CL, CH OR A-4 TO
A-7, PER THE UNIFIED AND AASHTO SOIL CLASSIFICATION SYSTEMS, RESPECTIVELY; SUCH CLAYEY SAND/CLAY
MATERIALS BEING UNSUITABLE OR UNACCEPTABLE FOR REUSE BY THE CONTRACTOR AS BUILDING PAD FILL,
STRUCTURAL FILL, ROADWAY EMBANKMENT FILL, AND PIPELINE OR MANHOLE EXCAVATION BACKFILL.)
IF ACCEPTABLE TO THE GOVERNING ENVIRONMENTAL AGENCY, ALL SUCH CLAYEY SAND/CLAY MATERIALS, IF
APPROVED IN WRITING FIRST BY THE OWNER/GEOTECHNICAL CONSULTANT/ENGINEER, COULD BE:
A). PLACED AS FILL IN NEW (LARGER) LANDSCAPE/GRASS COMMON AREAS OR LANDSCAPE BERM AREAS (WITH
COMPACTION), PROVIDE SOME SURFACE DRAINAGE RELIEF, USE WHERE INFILTRATION AND DRAINAGE IS NOT
AN IMPORTANT ISSUE, PROVIDE SOME SURFACE SANDY SOILS (MIN. OF 18-INCHES) AS DIRECTED BY THE
LANDSCAPE CONSULTANT FOR PLANTING; STOCKPILING OF SUCH "CLAYEY SAND/CLAY MATERIALS"
(AMOUNTS/LOCATIONS), IF ACCEPTABLE, WILL BE DIRECTED BY THE OWNER/LANDSCAPE CONSULTANT;
NOT BELOW THE PERMITTED DESIGN DEPTH OF THE POND, OR SUCH CLAYEY SAND/CLAY MATERIALS COULD
BE BURIED IN TEMPORARILY EXCAVATED PASSIVE RECREATION/PARK AREAS (AT LEAST 30 FEET FROM ANY
STRUCTURE) AT APPROVED DEPTHS/LOCATIONS, BUT ALL THESE DISPOSAL AREAS WILL REQUIRE REFILLING
(WITH COMPACTION) TO REQUIRED DESIGN GRADES, AND THE TOP 2 FEET (MIN.) BEING SAND MATERIALS
(NOT CLAYEY MATERIALS) FOR TURBIDITY CONTROL AND PLANTING;
BELOW THE PERMITTED EXCAVATION DEPTH OF THE POND; HOWEVER, A 12-INCH LAYER (MIN.) OF SAND
MATERIAL OVERTOP THE CLAYEY MATERIALS WILL BE NECESSARY FOR TURBIDITY CONTROL.
BELOW THE PERMITTED DESIGN DEPTH, HOWEVER, A 12-INCH LAYER (MIN.) OF SAND MATERIAL OVERTOP
THE CLAYEY MATERIALS WILL BE NECESSARY FOR TURBIDITY CONTROL.
ALL CLAYEY SAND/CLAY DISPOSAL AREAS IN LITTORAL SHELF AREAS, WETLAND MITIGATION POND AREAS,
PASSIVE RECREATION/PARK AREAS, OR LANDSCAPE/BERM AREAS WILL REQUIRE ADEQUATE COMPACTION BY
THE CONTRACTOR, SUCH THAT NO SIGNIFICANT FUTURE UNACCEPTABLE SETTLEMENT OF A LITTORAL SHELF
AREA, CREATED WETLAND AREA, PARK/GRASSED AREA, OR LANDSCAPE BERM WILL OCCUR.
WHICH STORMWATER PONDS, FLOODPLAIN MITIGATION PONDS, WETLAND MITIGATION PONDS, PASSIVE
RECREATION/PARK AREAS, OR LANDSCAPE BERM AREAS THEY PROPOSE TO USE FOR THIS TYPE OF CLAYEY
SAND/CLAY DISPOSAL, AND WHAT APPROXIMATE ELEVATIONS WILL BE THE TOP AND BOTTOM OF THE CLAYEY
MATERIALS.
PROJECT NO:
FCG CT 1006
FILE:
GNOTES
DESIGN BY:
NYB
DRAWN BY:
NYB
6.) STRUCTURAL SAND FILL MATERIALS (TYPICALLY GENERATED FROM POND/LAKE EXCAVATIONS, CUT FROM
HIGHER ELEVATION AREAS, OR FROM UTILITY PIPELINE/MANHOLE EXCAVATIONS; SUCH SAND MATERIALS,
WITH TYPICALLY 35% FINES OR LESS PASSING THE NO. 200 SIEVE, DESIGNATED EITHER SP, SP-SM, SM OR
A-2-4, A-2-6 OR A-3, PER THE UNIFIED AND AASHTO SOIL CLASSIFICATION SYSTEMS, RESPECTIVELY; SUCH
SAND MATERIALS BEING SUITABLE OR ACCEPTABLE FOR REUSE BY THE CONTRACTOR AS BUILDING PAD FILL,
STRUCTURAL FILL, ROADWAY EMBANKMENT FILL, AND PIPELINE OR MANHOLE EXCAVATION BACKFILL.)
ALL SUCH SAND MATERIALS SHALL BE REUSED ONSITE BY THE CONTRACTOR, PER THE GEOTECHNICAL
REPORTS, AS BUILDING PAD FILL, STRUCTURAL FILL, ROADWAY EMBANKMENT FILL, AND PIPELINE OR
MANHOLE EXCAVATION BACKFILL; PLACED BY THE CONTRACTOR IN LOOSE LIFTS NOT EXCEEDING 12-INCHES,
COMPACTED TO AT LEAST 95% OR 98% MODIFIED PROCTOR (PER ASTM D-1557 OR AASHTO T-180),
WHICHEVER IS APPLICABLE DEPENDING UPON THE FUTURE USE OF THE FILLED AREA (SEE GEOTECHNICAL
REPORTS); WITH DENSITY TESTING OF EACH FILL LIFT FOR ACCEPTANCE BY THE GEOTECHNICAL CONSULTANT,
UPON CONTRACTOR REQUEST, PRIOR TO THE NEXT FILL LIFT BEING PLACED.
CONVERSION:
NAVD 29 TO NGVD 88 = -0.84
DATE:
REGISTRATION NO.
61035
----
2015, HEIDT DESIGN, LLC. ALL RIGHTS RESERVED. NO DOCUMENTATION (INCLUDING BUT NOT LIMITED TO DRAWINGS OR EXHIBITS) MAY BE
COPIED, REPRODUCED, OR DISTRIBUTED UNLESS SPECIFIC WRITTEN PERMISSION HAS BEEN OBTAINED FROM HEIDT DESIGN, LLC. IN ADVANCE. CONSENT
IS HEREBY GRANTED SPECIFICALLY TO GOVERNMENTAL AGENCIES TO REPRODUCE THIS DOCUMENTATION IN COMPLIANCE WITH F.S. CHAPTER 119.
10.
There will be no net earthwork export from Connerton Corner.
IF ACCEPTABLE TO THE GOVERNING ENVIRONMENTAL AGENCY, ALL SUCH TOPSOILS/ORGANIC LADEN SAND
MATERIALS, IF APPROVED IN WRITING FIRST BY THE OWNER/GEOTECHNICAL CONSULTANT/ENGINEER, COULD
BE:
IF ACCEPTABLE TO THE GOVERNING ENVIRONMENTAL AGENCY, THEN ALL SUCH "BURNED" OR "MULCHED"
SITE CLEARING/GRUBBING DEBRIS, IF APPROVED IN WRITING FIRST BY THE OWNER/GEOTECHNICAL
CONSULTANT/ ENGINEER, COULD BE:
NOT BELOW THE PERMITTED DESIGN DEPTH OF THE POND, OR SUCH DEBRIS COULD BE BURIED IN
TEMPORARILY EXCAVATED PASSIVE RECREATION/PARK AREAS (AT LEAST 30 FEET FROM ANY STRUCTURE) AT
APPROVED DEPTHS/LOCATIONS, BUT ALL THESE DISPOSAL AREAS WILL REQUIRE ADEQUATE SOIL MIXING (MIX
SOIL WITH THE MULCH) AND THEN REFILLING (WITH COMPACTION) TO REQUIRED DESIGN GRADES;
2.
DESCRIPTION
9.
All acceptable material excavated from stormwater detention ponds
will be reused as fill for Connerton Corner mass grading.
DATE
8.
1.
DESCRIPTION
7.
2. CLEARING AND GRUBBING DEBRIS (SITE CLEARING AND GRUBBING DEBRIS INCLUDES ALL LARGER ORGANIC
MATERIALS, SUCH ITEMS AS TREES, STUMPS, LIMBS, BRUSH, VEGETATION, OR SIMILAR; ALL SUCH MATERIALS
MUST BE EITHER "BURNED" OR "MULCHED" BY THE CONTRACTOR PRIOR TO REUSE OR DISPOSAL ONSITE.)
EARTHWORK NOTE:
DATE
6.
ALL SITE DEMOLITION DEBRIS SHALL BE REMOVED FROM THE SITE DEVELOPMENT AND DISPOSED OF
PROPERLY IN ACCORDANCE WITH ALL APPLICABLE GOVERNING ENVIRONMENTAL AGENCY REQUIREMENTS.
Wetland lines permitted under ERP No. 4402 3534.006
PREPARED
FOR:
5.
1.
SITE DEMOLITION DEBRIS (SITE DEMOLITION DEBRIS, NOT GENERALLY CONSIDERED AN
ENVIRONMENTAL/CONTAMINATION HAZARD, INCLUDES SUCH ITEMS AS WOOD PIECES, CONCRETE PIECES,
PLASTIC PIPE PIECES, CERTAIN METAL/STEEL PIECES, OR SIMILAR. IF ANY SUCH DEBRIS OR OTHER DEMOLITION
DEBRIS IS CONSIDERED AN ENVIRONMENTAL/CONTAMINATION HAZARD, OR IF BURIAL ONSITE OF SUCH
MATERIALS IS PROHIBITED BY THE GOVERNING ENVIRONMENTAL AGENCY, THEN ALL SUCH MATERIALS SHALL
BE HAULED OFF SITE BY THE CONTRACTOR FOR PROPER DISPOSAL, IN ACCORDANCE WITH ALL APPLICABLE
GOVERNING ENVIRONMENTAL AGENCY REQUIREMENTS. IN NO CASE, SHALL ANY SUCH DEBRIS MATERIALS
REMAIN, OR BE PLACED BY THE CONTRACTOR, BENEATH ANY TYPE OF STRUCTURE, PAVEMENT, ROADWAY,
HOUSE, BUILDING,PIPELINE, SLAB, ETC.)
4.
TOPSOILS/SITE STRIPPINGS (TYPICALLY GENERATED FROM UPLAND AREAS, AFTER
DEMOLITION/CLEARING/GRUBBING/DISCING OPERATIONS; STRIPPING OF SURFICIAL ORGANICS/TOPSOILS
BEING A REQUIREMENT OVER AT LEAST ALL STRUCTURE, BUILDING, CONCRETE SLAB AND PAVEMENT AREAS
PRIOR TO FILLING TO ACCOMMODATE DEVELOPMENT; INCLUDES TOPSOILS AND ORGANIC LADEN SANDS;
THOSE TOPSOILS/ORGANIC SAND MATERIALS WHOSE PRESENCE, OR PLACEMENT BY THE CONTRACTOR, IS
UNACCEPTABLE BENEATH ANY TYPE OF STRUCTURE, PAVEMENT, ROADWAY, HOUSE, BUILDING, PIPELINE,
SLAB, ETC.)
"Conservation Area" designation is given to all protected wetlands per Pasco
County requirements. They are not designated as "Conservation Easements"
for SWFWMD compensation.
REVIEW SUBMITTAL
4.
PLEASE NOTE, LOCAL, STATE AND FEDERAL RULES, LAWS, AND REGULATIONS PROHIBITING SOIL REUSE AS
DESCRIBED BELOW SHALL TAKE PRECEDENCE AND SHALL BE FOLLOWED TO THE FULLEST EXTENT.
WHICH STORMWATER PONDS, FLOODPLAIN MITIGATION PONDS, WETLAND MITIGATION PONDS, OR PASSIVE
RECREATION/PARK/LANDSCAPE BERM AREAS THEY PROPOSE TO USE FOR THIS TYPE OF ORGANIC MATERIAL
DISPOSAL, AND WHAT APPROXIMATE ELEVATIONS WILL BE THE TOP AND BOTTOM OF THE ORGANIC
MATERIALS.
There are no wetland impacts proposed and therefore, no mitigation
required.
06/22/2015
3.
AT LEAST THE FOLLOWING SIX (6) TYPES OF MATERIALS ARE PRESENT ON-SITE THAT REQUIRE PROPER
HANDLING/TREATMENT BY THE CONTRACTOR, DURING THE COURSE OF SITE DEVELOPMENT/CONSTRUCTION
ACTIVITIES, IN ACCORDANCE WITH THE NOTED REUSE REQUIREMENTS FOR EACH TYPE. ALTHOUGH SOME
SOIL MATERIAL QUALITY CONTROL TESTING WILL BE RANDOMLY AND PERIODICALLY PERFORMED BY THE
PROJECT GEOTECHNICAL CONSULTANT, AS REQUIRED, WORKING FOR THE OWNER, IT IS THE CONTRACTORS
SOLE RESPONSIBILITY TO REUSE ONSITE SOIL MATERIALS AS DESCRIBED AND SPECIFIED BELOW. ALL
DISCOVERED OR FUTURE FILLING OR MATERIAL REUSE WORK ONSITE NOT IN ACCORDANCE OR COMPLIANCE
WITH THESE NOTES, OR ANY FUTURE ADVERSE IMPACTS OR CONSEQUENCES RESULTING FROM THE
CONTRACTORS FAILURE TO PROPERLY REUSE SOIL MATERIALS ONSITE AS SPECIFICALLY DESCRIBED BELOW,
WILL BE THE CONTRACTORS SOLE RESPONSIBILITY FOR REMEDY AND REPAIR AT HIS COST. IF THE
CONTRACTOR HAS ANY QUESTIONS REGARDING ANY OF THE SOIL MATERIALS ONSITE, THE PROJECT
GEOTECHNICAL REPORTS (WHICH HE NEEDS TO OBTAIN FROM THE OWNER OR GEOTECHNICAL CONSULTANT/
ENGINEER), OR ANY QUESTIONS ASSOCIATED WITH THE NOTES BELOW, IT IS PRESUMED THAT THE
CONTRACTOR WILL SATISFACTORILY RESOLVE SUCH QUESTIONS/CONCERNS PRIOR TO SITE DEMOLITION,
CLEARING, GRUBBING, STRIPPING AND EXCAVATION OPERATIONS BEGIN.
WETLAND NOTES:
1
2.
THE SITE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF ALL EROSION AND TURBIDITY
CONTROLS AND THE QUALITY AND QUANTITY OF OFFSITE OR WETLAND DISCHARGES.
PRIOR TO CONSTRUCTION, THE SITE SUBCONTRACTOR IS RESPONSIBLE FOR HAVING HIS DEWATERING PLAN AND TURBIDITY
CONTROL PLAN APPROVED BY THE APPLICABLE REVIEWING AGENCIES. REFER TO THE PROJECT'S PERMIT APPROVALS AND PERMIT
CONDITIONS FOR AGENCIES REQUIRING SUCH REVIEW AND APPROVAL. QUESTIONS CONCERNING APPROPRIATE TECHNIQUES
SHOULD BE ADDRESSED TO THOSE AGENCIES AND/OR DISCUSSED WITH THE PROJECT ENGINEER AND OWNER.
THE APPROPRIATE TURBIDITY AND EROSION CONTROL METHODOLOGIES SELECTED BY THE SITE SUBCONTRACTOR FOR THIS PROJECT
SHOULD BE MADE FOLLOWING ASSESSMENT OF THE PLANS AND PROJECT SITE SPECIFIC FACTORS AND AFTER CONSULTATIONS AS
NEEDED WITH THE PROJECT ENGINEER AND APPROPRIATE AGENCIES. THE SITE SUBCONTRACTOR WILL BE RESPONSIBLE FOR
OBTAINING ANY AND ALL NECESSARY PERMITS FOR SUCH ACTIVITY; SEVERAL FACTORS TO CONSIDER ARE LISTED BELOW:
A. CLAY CONTENT IN EXCAVATED MATERIALS AND/OR PERMEABILITIES RATES
B. DEPTH OF CUT IN PONDS, TRENCHES, OR UTILITY LINES
C. AMBIENT GROUND WATER LEVELS
D. ACTUAL RAINFALL AMOUNTS AND TIME OF YEAR RELATIVE TO NORMAL RAINY SEASON
E. PROXIMITY TO WETLANDS, WATER BODIES OR OFFSITE PROPERTIES
F. 'CLASS' DESIGNATION OF RECEIVING WATER BODIES (I.E., OUTSTANDING FLORIDA WATERS, SHELLFISH HARVESTING AREAS, ETC.)
G. DENSITY, TYPE, AND PROXIMITY OF UPLAND VEGETATION TO BE RETAINED DURING CONSTRUCTION (FOR USE AS POSSIBLE
FILTRATION AREAS)
H. FILL HEIGHT RELATIVE TO NATURAL GRADE AND LENGTH AND STEEPNESS OF THE PROPOSED SLOPES
I. EXISTING TOPOGRAPHY AND DIRECTIONS OF SURFACE FLOW
J. TYPE OF EQUIPMENT USED
K. PROJECT TYPE
L. DURATION OF CONSTRUCTION ACTIVITIES
M. SEPARATION DISTANCE OF ONSITE PONDS
N. AMBIENT QUALITY OF SURFACE AND GROUNDWATER
O. TEMPORARY STOCKPILE LOCATIONS AND HEIGHTS
AT THE ONSET OF CONSTRUCTION, THE SITE SUBCONTRACTOR, AS THE PARTY RESPONSIBLE FOR IMPLEMENTATION OF THE EROSION
AND SEDIMENT CONTROL PLAN, SHALL ASSESS THE ABOVE DESCRIBED CONDITIONS AND FACTORS WITH RESPECT TO RELATIVE COST
EFFECTIVENESS AND SELECT THE APPROPRIATE METHODS OF PROTECTION. A FAIRLY EXTENSIVE LIST OF TECHNIQUES ARE PRESENTED
BELOW BUT IT MUST BE STRESSED THAT ANY OR ALL OF THE FOLLOWING MAY BE NECESSARY TO MAINTAIN WATER QUALITY AND
QUANTITY STANDARDS. THE CONSTRUCTION SEQUENCING SHOULD BE THOUGHT OUT IN ADVANCE OF INITIATION TO PROVIDE
ADEQUATE PROTECTION OF WATER QUALITY.
DISCHARGES WHICH EXCEED 29 N.T.U.'S OVER THE BACKGROUND LEVELS ARE IN VIOLATION OF STATE WATER QUALITY STANDARDS.
DISCHARGES OF WATER QUANTITIES WHICH AFFECT OFFSITE PROPERTIES OR MAY DAMAGE WETLANDS ARE ALSO PROHIBITED BY
REGULATING AGENCIES.
THE EROSION AND TURBIDITY CONTROL MEASURES SHOWN HEREON ARE THE MINIMUM REQUIRED FOR AGENCY APPROVAL.
ADDITIONAL CONTROL AND MEASURES MAY BE REQUIRED DUE TO THE SITE SUBCONTRACTOR'S CONSTRUCTION SEQUENCE &
UNFORESEEN WEATHER CONDITIONS. ANY ADDITIONAL MEASURES DEEMED NECESSARY BY THE SITE SUBCONTRACTOR SHALL BE
INCLUDED IN THE LUMP SUM BID WITH NO EXTRAS FOR MATERIALS AND LABOR ALLOWED.
HAY BALES OR SILT SCREENS SHALL BE INSTALLED PRIOR TO LAND CLEARING TO PROTECT WATER QUALITY AND TO IDENTIFY AREAS
TO BE PROTECTED FROM CLEARING ACTIVITIES AND MAINTAINED FOR THE DURATION OF THE PROJECT UNTIL ALL SOIL IS STABILIZED.
FLOATING TURBIDITY BARRIERS SHALL BE IN PLACE IN FLOWING SYSTEMS OR IN OPEN WATER LAKE EDGES PRIOR TO INITIATION OF
EARTHWORK AND MAINTAINED FOR THE DURATION OF THE PROJECT UNTIL ALL SOIL IS STABILIZED.
NO CLAY MATERIAL SHALL BE LEFT EXPOSED IN ANY STORMWATER STORAGE FACILITY. IF CLAY OR SANDY-CLAYS ARE ENCOUNTERED
DURING STORMWATER STORAGE EXCAVATION, THE SITE SUBCONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY BEFORE
PROCEEDING WITH FURTHER EXCAVATION. IF THE ENGINEER OF RECORD HAS DETERMINED THAT SUCH SOILS ARE NON-CONFINING
AND MUST BE EXCAVATED TO MEET PERMIT AND DESIGN CONDITIONS, EXCAVATION MAY PROCEED AFTER OBTAINING WRITTEN
AUTHORIZATION FROM THE APPROPRIATE GOVERNING AGENCY. IF SAID SOILS ARE LEFT EXPOSED AT THE PERMITTED AND DESIGNED
DEPTH, THE SITE SUBCONTRACTOR SHALL OVER-EXCAVATE THE POND'S BOTTOM AND SIDE SLOPES BY A MINIMUM OF TWELVE (12")
INCHES AND BACKFILL WITH CLEAN SANDS TO HELP PREVENT SUSPENSION OF FINE PARTICLES IN THE WATER COLUMN.
THE INSTALLATION OF TEMPORARY EROSION CONTROL BARRIERS SHALL BE COORDINATED WITH THE CONSTRUCTION OF THE
PERMANENT EROSION CONTROL FEATURES TO THE EXTENT NECESSARY TO ASSURE EFFECTIVE AND CONTINUOUS CONTROL OF
EROSION AND WATER POLLUTION THROUGHOUT THE LIFE OF THE CONSTRUCTION PHASE.
THE TYPE OF EROSION CONTROL BARRIERS USED SHALL BE GOVERNED BY THE NATURE OF THE CONSTRUCTION OPERATION AND SOIL
TYPE THAT WILL BE EXPOSED. SILTY AND CLAYEY MATERIAL MAY REQUIRE SOLID SEDIMENT BARRIERS TO PREVENT TURBID WATER
DISCHARGE, WHILE SANDY MATERIAL MAY NEED ONLY SILT SCREENS OR HAY BALES TO PREVENT EROSION. FLOATING TURBIDITY
CURTAINS SHOULD GENERALLY BE USED IN OPEN WATER SITUATIONS. DIVERSION DITCHES OR SWALES MAY BE REQUIRED TO
PREVENT TURBID STORMWATER RUNOFF FROM BEING DISCHARGED TO WETLANDS OR OTHER WATER BODIES. IT MAY BE
NECESSARY TO EMPLOY A COMBINATION OF BARRIERS, DITCHES, AND OTHER EROSION/TURBIDITY CONTROL MEASURES IF
CONDITIONS WARRANT.
WHERE PUMPS ARE TO BE USED TO REMOVE TURBID WATERS FROM CONSTRUCTION AREAS, THE WATER SHALL BE TREATED PRIOR
TO DISCHARGE TO THE WETLANDS. TREATMENT METHODS INCLUDE, FOR EXAMPLE, TURBID WATER BEING PUMPED INTO GRASSED
SWALES OR APPROPRIATE UPLAND VEGETATED AREAS (OTHER THAN UPLAND PRESERVATION AREAS AND WETLAND BUFFERS),
SEDIMENT BASINS, OR CONFINED BY AN APPROPRIATE ENCLOSURE SUCH AS TURBIDITY BARRIERS OR LOW BERMS, AND KEPT
CONFINED UNTIL TURBIDITY LEVELS MEET STATE WATER QUALITY STANDARDS.
THE PERMITTEE SHALL SCHEDULE HIS OPERATIONS SUCH THAT THE AREA OF UNPROTECTED ERODIBLE EARTH EXPOSED AT ANY ONE
TIME IS NOT LARGER THAN THE MINIMUM AREA NECESSARY FOR EFFICIENT CONSTRUCTION OPERATION, AND THE DURATION OF
EXPOSED, UNCOMPLETED CONSTRUCTION TO THE ELEMENTS SHALL BE AS SHORT AS PRACTICABLE. CLEARING AND GRUBBING
SHALL BE SO SCHEDULED AND PERFORMED SUCH THAT GRADING OPERATIONS CAN FOLLOW IMMEDIATELY THEREAFTER. GRADING
OPERATIONS SHALL BE SO SCHEDULED AND PERFORMED THAT PERMANENT EROSION CONTROL FEATURES CAN FOLLOW
IMMEDIATELY THEREAFTER IF CONDITIONS ON THE PROJECT PERMIT.
WATER DERIVED FROM VARIOUS DEWATERING METHODS SHOULD BE PASSED THROUGH SUFFICIENTLY WIDE AREAS OF EXISTING
UPLAND VEGETATION TO FILTER OUT EXCESS TURBIDITY. IF THIS IS NOT SUFFICIENT, THE WATER SHALL BE RETAINED IN PREVIOUSLY
CONSTRUCTED PERMANENT STORMWATER PONDS OR ELSE RETAINED IN TEMPORARY SEDIMENTATION BASINS UNTIL THE CLARITY IS
SUITABLE TO ALLOW FOR ITS DISCHARGE. PLUGGING THE OUTFALLS FROM COMPLETED STORMWATER PONDS MAY BE NEEDED TO
AVOID DISCHARGE. HOWEVER, SUCH SITUATIONS SHOULD BE MONITORED CLOSELY TO PRECLUDE BERM FAILURE IF WATER LEVELS
RISE TOO HIGH.
WATER CAN BE TRANSPORTED AROUND THE SITE BY THE USE OF INTERNAL SWALES OR BY PUMPS AND PIPES.
SHEET FLOW OF NEWLY FILLED OR SCRAPED AREAS MAY BE CONTROLLED OR CONTAINED BY THE USE OF BRUSH BARRIERS,
DIVERSION SWALES, INTERCEPTOR DITCHES OR LOW BERMS. FLOW SHOULD BE DIRECTED TOWARD AREAS WHERE SEDIMENTS CAN
SUFFICIENTLY SETTLE OUT.
EXPOSED SOILS SHALL BE STABILIZED AS SOON AS POSSIBLE, ESPECIALLY SLOPES LEADING TO WETLANDS. STABILIZATION METHODS
INCLUDE SOLID SOD, SEEDING AND MULCHING OR HYDROMULCHING TO PROVIDE A TEMPORARY OR PERMANENT GRASS COVER
MULCH BLANKETS, FILTER FABRICS, ETC., CAN BE EMPLOYED TO PROVIDE VEGETATIVE COVER.
ENERGY DISSIPATERS (SUCH AS RIP RAP, A GRAVEL BED, HAY BALES, ETC.) SHALL BE INSTALLED AT THE DISCHARGE POINT OF PIPES OR
SWALES IF SCOURING IS OBSERVED.
ATTEMPT TO INSTALL ROADWAY CURB AND GUTTERS AS SOON AS POSSIBLE TO REDUCE THE SURFACE AREA FOR EROSION TO OCCUR.
IMPLEMENT STORM DRAIN INLET PROTECTION (HAY BALES OR GRAVEL) TO LIMIT SEDIMENTATION WITHIN THE STORMWATER
SYSTEM. PERFORM INSPECTIONS AND PERIODIC CLEANING OF SEDIMENTS WHICH WASH OUT INTO THE STREETS UNTIL ALL SOIL IS
STABILIZED.
WATER DISCHARGE VELOCITIES FROM IMPOUNDED AREAS AND TEMPORARY SEDIMENTATION BASINS SHALL BE RESTRICTED TO
AVOID SCOURING IN RECEIVING AREAS.
IF WATER CLARITY DOES NOT REDUCE TO STATE STANDARDS RAPIDLY ENOUGH IN HOLDING PONDS, IT MAY BE POSSIBLE TO USE
CHEMICAL AGENTS SUCH AS ALUM TO FLOCCULATE OR COAGULATE THE SEDIMENT PARTICLES.
HAY BALES, SILT SCREENS, OR GRAVEL BEDS CAN BE ADDED AROUND THE PIPE OR SWALE DISCHARGE POINTS TO HELP CLARIFY
DISCHARGES. SPREADER SWALES MAY HELP DISSIPATE CLOUDY WATER PRIOR TO CONTACT WITH WETLANDS.
ALL FUEL STORAGE AREAS OR OTHER HAZARDOUS STORAGE AREAS SHALL CONFORM TO ACCEPTED STATE OR FEDERAL CRITERIA FOR
SUCH CONTAINMENT AREAS.
VEHICLE OR EQUIPMENT WASHDOWN AREAS WILL BE SUFFICIENTLY REMOVED FROM WETLANDS OR OFFSITE AREAS.
FUGITIVE DUST CONTROLS (PRIMARILY BY USING WATER SPRAY TRUCKS) SHALL BE EMPLOYED AS NEEDED TO CONTROL WINDBORN
EMISSIONS.
IF THE ABOVE CONTROLS REMAIN INEFFECTIVE IN PRECLUDING RELEASE OF TURBID WATER, ESPECIALLY DURING POND OR UTILITY
LINE DEWATERING, THEN THE CONTRACTOR MAY BE COMPELLED TO USE A VERTICAL DEWATERING SYSTEM SUCH AS WELL POINTS
OR SOCK DRAINS TO WITHDRAW GROUNDWATER WHICH MAY ALREADY BE CLEAR ENOUGH TO ALLOW FOR DIRECT DISCHARGE TO
WETLANDS.
ONGOING INSPECTIONS AND PERIODIC MAINTENANCE BY THE SITE SUBCONTRACTOR SHALL OCCUR THROUGHOUT CONSTRUCTION
AS NECESSARY TO INSURE THE ABOVE METHODS ARE WORKING SUITABLY. THIS MAY BE NEEDED DAILY, IF CONDITIONS SO
WARRANT. SITE SUBCONTRACTORS ARE ENCOURAGED TO OBTAIN AND THOROUGHLY REVIEW THE FLORIDA DEVELOPMENT
MANUAL: A GUIDE TO SOUND LAND AND WATER MANAGEMENT, WHICH WAS DEVELOPED BY THE STATE OF FLORIDA DEPARTMENT
OF ENVIRONMENTAL PROTECTION IN 1988. THIS PROVIDES FAIRLY IN-DEPTH DISCUSSIONS OF RECOMMENDED TECHNIQUES AND
ALSO PROVIDES SPECIFIC DESIGN AND TECHNICAL STANDARDS. A COPY OF THIS DOCUMENT IS AVAILABLE FOR REVIEW AT HEIDT
DESIGN, LLC.
THE CONTRACTOR WILL PERFORM DAILY INSPECTIONS OF ALL ON-SITE WETLANDS WITHIN THE CONSTRUCTION AREA TO ENSURE
THAT WATER LEVELS WITHIN THOSE WETLANDS ARE NOT EXCESSIVELY IMPOUNDED PRIOR TO THE TIME WHEN THE PERMITTED
CONTROL STRUCTURE OR OUTFALL IS BUILT. WATER LEVELS SIGNIFICANTLY ABOVE NORMAL SHOULD BE CORRECTED AT A
FREQUENCY THAT PREVENTS A CHANGE IN THE VEGETATIVE CHARACTER OR HEALTH OF ANY WETLANDS.
ADEQUATE SOIL/ORGANICS MIXING (WITH COMPACTION) WILL BE NECESSARY BY THE CONTRACTOR, SUCH
THAT NO SIGNIFICANT FUTURE UNACCEPTABLE SETTLEMENT OF A LITTORAL SHELF AREA, CREATED WETLAND
AREA, OR PARK/GRASSED AREA WILL OCCUR.
GENERAL NOTES
1.
SOIL REUSE REQUIREMENTS
CONNERTON CORNER
GENERAL EROSION AND TURBIDITY CONTROL NOTES
R:\CONNERTON\FCG - CONNERTON\WORKING FILES\CURRENT DRAWINGS\CP\GNOTES.DWG-C-102 2015/06/25 9:16 AM NATALIE BUDEN
WATER, SANITARY SEWER & REUSE WATER CONSTRUCTION NOTES:
21.
22.
23.
24.
25.
26.
27.
28.
29.
30.
31.
32.
33.
34.
35.
36.
37.
38.
39.
PROJECT NO:
FCG CT 1006
FILE:
CONVERSION:
NAVD 29 TO NGVD 88 = -0.84
GNOTES
DESIGN BY:
NYB
DRAWN BY:
NYB
DATE:
REGISTRATION NO.
61035
----
20.
FIRST CAPITAL GROUP
17.
18.
19.
DESCRIPTION
13.
14.
15.
16.
www.HeidtDesign.com
DATE
12.
DESCRIPTION
11.
Office: 813-253-5311
Fax: 813-464-7629
DATE
8.
9.
10.
PREPARED
FOR:
7.
RATE 200; DR 21 PER ASTM STANDARD D-2241. WATER MAINS SMALLER THAN 2" IN DIAMETER SHALL BE CLASS 1120 OR 1220; SCHEDULE 80 AND MEET
THE REQUIREMENTS OF ASTM D-1785.
ALL WATER MAINS SHALL BE DEFLECTED VERTICALLY WHERE CROSSING STORM SEWER PIPE TO OBTAIN A MINIMUM VERTICAL DISTANCE OF 18 INCHES
BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE STORM SEWER. JOINTS SHALL BE LOCATED SUCH THAT THE DISTANCE FROM
THE STORM SEWER AND WATER MAIN JOINT IS AS FAR AS PRACTICAL.
WATER MAINS SHOULD BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED STORM SEWER.
AT NO TIME SHOULD VERTICAL CLEARANCE BETWEEN FORCE MAIN OR GRAVITY SEWER AND WATER MAIN BE LESS THAN 18" AT CROSSING OF SAME.
AT NO TIME SHOULD HORIZONTAL CLEARANCE BETWEEN FORCE MAIN OR GRAVITY SEWER AND WATER MAIN BE LESS THAN 10' WHEN SAME ARE
PARALLELING EACH OTHER.
ADJUSTING MANHOLE TOPS TO MATCH GRADE AND SLOPE OF THE FINISH PAVING SHALL BE INCLUDED IN THE RESPECTIVE CONTRACT UNIT PRICE FOR
MANHOLES, PAYMENT OF WHICH WILL CONSTITUTE FULL COMPENSATION FOR THE CONSTRUCTION AND COMPLETION OF THE MANHOLE, AND NO
ADDITIONAL PAYMENT WILL BE ALLOWED OR MADE FOR ADJUSTING MANHOLE TOPS.
THE LOCATIONS AND ELEVATION OF ALL SERVICE LINES ARE TO BE DETERMINED IN THE FIELD BY OWNER AND/OR CONTRACTOR PRIOR TO
CONSTRUCTION OF SAME.
BENDS SHALL BE INSTALLED IN FORCE MAIN OR WATER MAIN TO AVOID UNFORESEEN CONFLICTS IN EXISTING OR PROPOSED STRUCTURES.
THE JOINT DEFLECTION METHOD SHALL BE USED WHERE PRACTICAL IN LIEU OF INSTALLING BENDS.
CONTRACTOR SHALL VERIFY LOCATIONS AND DEPTHS OF EXISTING WATER AND SEWER LINES PRIOR TO BEGINNING CONSTRUCTION.
THE EXISTING UNDERGROUND UTILITY LINES SHOWN HEREON WERE TAKEN FROM DOCUMENTS FURNISHED BY OTHERS AND NOT FIELD VERIFIED,
THEREFORE, THE ENGINEER CANNOT GUARANTEE THE ACCURACY OF SAME NOR THAT ALL ARE SHOWN. THE CONTRACTOR SHALL EXPOSE ALL
UNDERGROUND UTILITY LINES IN COORDINATION WITH THE OWNERS TO HIS SATISFACTION AND MAKE ADJUSTMENTS TO SAME IN THE EVENT THERE
ARE CONFLICTS WITH NEW CONSTRUCTION.
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL ROAD CROSSING OR UTILITY PERMITS.
ALL 8" GRAVITY SANITARY SEWER PIPE SHALL BE CONSTRUCTED AT A 0.40% MINIMUM SLOPE UNLESS OTHERWISE NOTED.
ALL VALVE BOX ASSEMBLIES LOCATED WITHIN ROADWAYS OR PARKING AREAS SHALL BE PROTECTED FROM TRUCK TRAFFIC BY USE OF 6" THICK
REINFORCED CONCRETE PADS POURED AROUND VALVE BOXES (SEE DETAIL).
ALL SUBSURFACE CONSTRUCTION SHALL COMPLY WITH THE "TRENCH SAFETY ACT." THE CONTRACTOR SHALL INSURE THAT THE METHOD OF TRENCH
PROTECTION AND CONSTRUCTION IS IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS.
CONNECTIONS INTO EXISTING COUNTY-OWNED SYSTEMS SHALL BE VIA WET TAP. WET TAPS SHALL BE PERFORMED BY THE PASCO COUNTY UTILITIES
SERVICES BRANCH AT THE DEVELOPER'S EXPENSE. MATERIAL FOR WET TAPS LARGER THAN 2" SHALL BE PROVIDED AND INSTALLED BY THE PROJECT
CONTRACTOR. EXCAVATION, BACKFILL AND SURFACE RESTORATION SHALL BE THE CONTRACTOR'S RESPONSIBILITY.
GATE VALVES INSTALLED FOR PHASING SHALL BE RESTRAINED PER CURRENT PASCO COUNTY STANDARDS.
OFF-ROAD UTILITY EASEMENTS SHALL BE "STABILIZED" FOR ACCESS BY MAINTENANCE VEHICLES.
RECLAIMED WATER MAINS, VALVES, AND SERVICES SHALL INCLUDE THE FOLLOWING TO AVOID CONFUSION WITH POTABLE SYSTEM:
a. PURPLE PIGMENTED C-900, DR-18 PVC PIPING FOR 4"-12" RECLAIMED WATER MAINS, EXCEPT 2" WHICH SHALL BE SDR 21 PVC PIPING.
b. SQUARE TOP VALVE BOXES FOR ISOLATION VALVES IN SYSTEM, WITH COVERS MARKED "EFFLUENT."
c. PURPLE STRIPE ON CURB TO IDENTIFY RECLAIMED WATER SERVICES.
d. ONE INCH SERVICES FOR RECLAIMED WATER SERVICES.
e. PURPLE MAGNETIC LOCATING TAPE, STATING "REUSE MAIN BURIED BELOW" OVER ALL RECLAIMED WATER MAINS (18 INCHES BELOW GRADE).
f. RECLAIMED WATER SERVICE ON OPPOSITE LOT LINE FROM POTABLE SERVICE.
g.
ALL ASPECTS OF RECLAIMED WATER SYSTEM MUST COMPLY WITH CHAPTER 17-610, F.A.C., LATEST EDITION.
MAINTAIN 5' MINIMUM HORIZONTAL SEPARATION BETWEEN RECLAIMED MAINS AND WATER MAINS OR FORCE MAINS.
STUB-OUT LINES ON THE WATER MAIN, FORCE MAIN, AND RECLAIMED MAIN SHALL HAVE RESTRAINED JOINTS FROM THE MAIN LINE TO THE STUB-OUT.
ALL PVC PRESSURE PIPE SHALL HAVE A MINIMUM 36" COVER.
SANITARY SEWERS, FORCE AND RECLAIMED MAINS AND STORM SEWERS SHOULD CROSS UNDER WATER MAINS. SANITARY SEWERS, FORCE AND
RECLAIMED MAINS AND STORM SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES
BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE WHENEVER POSSIBLE.
WHEN SANITARY SEWERS, FORCE AND RECLAIMED MAINS AND STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 18 INCHES VERTICAL
DISTANCE, BOTH THE SEWER AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING. (DIP IS NOT REQUIRED
FOR STORM SEWERS IF IT IS NOT AVAILABLE IN THE SIZE PROPOSED.) SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM
SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE LEAK FREE AND
MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT THE CROSSING.
WHERE THERE IS NO ALTERNATIVE TO SEWER AND RECLAIMED PIPES CROSSING OVER A WATER MAIN, THE CRITERIA FOR MINIMUM SEPARATION OF 18
INCHES BETWEEN LINES AND 10 FEET BETWEEN JOINTS SHALL BE REQUIRED.
ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER AND RECLAIMED PIPES JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM
THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING).
WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE, THE NEW PIPE SHALL BE CONSTRUCTED OF DIP AND THE CROSSING SHALL BE ARRANGED TO
MEET THE REQUIREMENTS ABOVE.
A MINIMUM 10-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED IN PARALLEL INSTALLATIONS BETWEEN ANY TYPE OF SEWER (INCLUDING
DRAINAGE INLETS) AND WATER MAIN WHENEVER POSSIBLE. A MINIMUM 5-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED IN PARALLEL
INSTALLATION BETWEEN RECLAIMED WATER MAINS AND WATER MAINS, AND BETWEEN RECLAIMED WATER MAINS AND SANITARY SEWERS
WHENEVER POSSIBLE.
IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10-FOOT HORIZONTAL SEPARATION BETWEEN ANY TYPE OF PARALLEL SEWER AND WATER MAIN,
OR A 5-FOOT SEPARATION BETWEEN RECLAIMED MAIN AND WATER MAIN, THE WATER MAIN MUST BE LAID IN A SEPARATE TRENCH OR ON AN
UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER, RECLAIMED MAIN, OR FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF
THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER.
WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18 INCHES OR A HORIZONTAL DISTANCE OF 10 FEET IN PARALLEL INSTALLATIONS,
THE WATER MAIN SHALL BE CONSTRUCTED OF DIP AND THE SEWER, RECLAIMED MAIN OR THE FORCE MAIN SHALL BE CONSTRUCTED OF DIP (IF
AVAILABLE IN THE SIZE PROPOSED) WITH A MINIMUM VERTICAL DISTANCE OF 6 INCHES. THE WATER MAIN SHOULD BE ABOVE THE SEWER, RECLAIMED
MAIN, OR FORCE MAIN. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM JOINTS ON THE SEWER, RECLAIMED MAIN,
OR FORCE MAIN (STAGGERED JOINTS).
IN CONSIDERATION OF PASCO COUNTY'S AGREEMENT TO PROVIDE POTABLE WATER AND/OR RECLAIMED WATER TO THE SUBJECT PROPERTY,
DEVELOPER/OWNER, AND ITS SUCCESSORS ASSIGNS, AGREE TO THE FOLLOWING:
a. IN THE EVENT OF PRODUCTION FAILURE OR SHORTFALL BY TAMPA BAY WATER, AS SET FORTH IN SECTION 3.19 OF THE INTERLOCAL AGREEMENT
CREATING TAMPA BAY WATER, DEVELOPER/OWNER SHALL TRANSFER TO PASCO COUNTY ANY AND ALL WATER USE PERMITS OR WATER USE
RIGHTS THE DEVELOPER/OWNER MAY HAVE TO USE OR CONSUME SURFACE OR GROUND WATER WITHIN PASCO COUNTY.
b. PRIOR TO DEVELOPER/OWNER SELLING WATER OR WATER USE PERMITS OR WATER USE RIGHTS, DEVELOPER/OWNER SHALL NOTIFY PASCO
COUNTY, AND PASCO COUNTY SHALL HAVE A RIGHT OF FIRST REFUSAL TO PURCHASE SUCH WATER OR WATER USE PERMITS OR WATER USE
RIGHTS.
CONTRACTOR'S RESPONSIBILITIES REGARDING WET TAPS TWO INCHES AND LARGER SHALL BE AS FOLLOWS:
a. 2" ONLY- THIS EXCAVATED TRENCH MUST BE DRY OR THE TRENCH WILL REQUIRE ROCK AND A PUMP TO BE IN PLACE. THE MINIMUM DISTANCE
FROM THE FACE OF THE VALVE TO THE WALL OF THE TRENCH IS TO BE SIX FEET.
b. 3" AND LARGER- THE CONTRACTOR WILL SUPPLY A TAPPING SADDLE BEING EPOXY COATED, A TAPPING VALVE WITH MECHANICAL JOINT AND THE
EQUIPMENT TO PROVIDE, AND CONDUCT A PRESSURE TEST. COUNTY PERSONNEL WILL WITNESS THE PRESSURE TEST WHICH MUST BE AT 150 PSI
FOR DURATION OF THIRTY MINUTES.
c. THE CONTRACTOR IS RESPONSIBLE FOR THE EXCAVATION BEFORE ANY COUNTY PERSONNEL WILL ENTER AN EXCAVATED AREA. IF THE TRENCH IS
FOUR FEET IN DEPTH OR DEEPER, IT WILL REQUIRE A TRENCH BOX OR SLOPING, AND A LADDER ACCORDING TO OCCUPATIONAL SAFETY AND
HEALTH ADMINISTRATION (OSHA) STANDARDS.
d. THE TAPPING VALVE WILL REQUIRE A BLOCKING DEVICE MADE OF SUITABLE MATERIAL OR DEVICE. THIS BLOCKING DEVICE OR MATERIAL WILL BE
PLACED UNDER THE VALVE AND REMAIN IN PLACE UNTIL THE TAP MACHINE IS REMOVED AND THE TAP IS COMPLETED.
e. NOTE: IF THE CONTRACTOR HAS NOT FULFILLED HIS RESPONSIBILITIES, AS STATED ABOVE, PRIOR TO THE ARRIVAL OF PASCO COUNTY UTILITIES
OPERATIONS AND MAINTENANCE TAPPING CREW, THERE WILL BE AN ADDITIONAL CHARGE OF $95.00.
f. IF YOU HAVE ANY QUESTIONS REGARDING THIS INFORMATION, CONTACT NELSON D. HOLT, FIELD SUPERVISOR, UTILITIES SERVICES BRANCH, AT
(727) 847-8145, OR E-MAIL [email protected].
FIRE HYDRANTS SHALL BE FLOW TESTED AND COLOR CODED BASED UPON FLOW RESULTS.
REVIEW SUBMITTAL
6.
06/22/2015
5.
1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN FROM THE ENGINEER OR OWNER A COPY
OF ALL PERTINENT PERMITS RELATED TO THIS PROJECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
ASSURE THAT ALL CONSTRUCTION ACTIVITIES ARE IN COMPLIANCE WITH THE CONDITIONS OF ALL
PERMITS AND APPROVALS. CONTRACTOR IS ALSO RESPONSIBLE FOR HAVING HIS DEWATERING PLAN
APPROVED BY SWFWMD.
2. ALL CONSTRUCTION, MATERIALS AND WORKMANSHIP ARE TO BE IN ACCORDANCE WITH PASCO
COUNTY LAND DEVELOPMENT CODE AND DOT SPECIFICATIONS, LATEST EDITIONS.
3. GRASS AND MULCH, OR SOLID SOD, ALL AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY
CONSTRUCTION. IN THE PROPOSED RIGHTS-OF-WAY A 16" WIDE AREA BEHIND THE BACK OF CURB
SHALL BE SOLID SODDED. THE REMAINDER OF THE PROPOSED RIGHTS-OF-WAY TO BE SEEDED AND
MULCHED IF THE SLOPE IS GREATER THAN 6:1.
4. IN ACCORDANCE WITH THE UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY ACT
(CHAPTER 556, F.S.) THE CONTRACTOR SHALL CALL THE SUNSHINE STATE ONE CALL OF FLORIDA
(SSCOF) AT 1-800-432-4770 FORTY EIGHT (48) HOURS IN ADVANCE OF ANY EXCAVATION.
5. SUITABLE FILL OBTAINED THROUGH EXCAVATION OF STREETS AND DETENTION PONDS SHALL BE
PLACED ON LOTS AND ADJACENT LAND IN ACCORDANCE WITH THE MASTER DRAINAGE AND GRADING
PLAN AS DIRECTED BY THE ENGINEER.
6. SOD/SEED & MULCH SHALL BE PLACED IN ACCORDANCE WITH APPLICABLE CITY/COUNTY STANDARDS
AS WELL AS IN ACCORDANCE WITH STANDARD AND SPECIFIC CONDITIONS IN THE SWFWMD PERMIT,
IF APPLICABLE. AT A MINIMUM THIS SHALL INCLUDE SODDING OF ALL POND EMBANKMENTS OF A
SLOPE 4:1 OR GREATER TO THE NW LINE, AS WELL AS SEEDING AND MULCHING OF THE BALANCE OF
THE POND TRACTS (INCLUDING POND BERMS, EXCLUDING THE AREA BELOW NW), SODDING AT A
MINIMUM OF 16" FROM THE BACK OF CURB, AND SEEDING AND MULCHING OF ANY PROJECT AREA
WITH A SLOPE OF 4:1 OR STEEPER.
7. ROADWAY UNDERDRAIN HAS BEEN LOCATED ON THESE PLANS TO ENSURE ADEQUATE BASE
PROTECTION. PRIOR TO CURB CONSTRUCTION, THE GEOTECHNICAL ENGINEER SHALL REVIEW THE
PREDESIGN BORINGS AND, ALONG WITH THEIR FIELD INSPECTION, MAKE A RECOMMENDATION
REGARDING ADDITIONAL UNDERDRAIN REQUIREMENTS.
8. SITE CLEARING SHALL BE PERFORMED PER THE APPROVED CONSTRUCTION PLANS AND IN
ACCORDANCE WITH PASCO COUNTY LAND DEVELOPMENT CODE. INSTALLATION AND MAINTENANCE
OF THE REQUIRED BARRICADING AND EROSION CONTROL SHALL BE THE RESPONSIBILITY OF THE SITE
DEVELOPMENT CONTRACTOR UNLESS OTHERWISE DESIGNATED.
9. PRIOR TO BEGINNING CONSTRUCTION, CONTRACTOR SHALL EXPOSE ALL EXISTING UTILITY INVERTS TO
WHICH A TIE-IN IS PROPOSED AND HAVE ENGINEER VERIFY THE ELEVATION AND ADEQUACY OF THESE
INVERTS.
10. ALL SUBSURFACE CONSTRUCTION SHALL COMPLY WITH THE "TRENCH SAFETY ACT". THE CONTRACTOR
SHALL ENSURE THAT THE METHOD OF TRENCH PROTECTION AND CONSTRUCTION IS IN COMPLIANCE
WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS.
11. SILTATION ACCUMULATIONS GREATER THAN THE LESSER OF 12 INCHES OR ONE-HALF THE DEPTH OF
THE SILTATION BARRIER SHALL BE IMMEDIATELY REMOVED AND PLACED IN UPLAND AREAS.
12. DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES, IT SHALL BE UNLAWFUL TO REMOVE
VEGETATION BY GRUBBING OR TO PLACE SOIL DEPOSITS, DEBRIS, SOLVENTS, CONSTRUCTION
MATERIAL, MACHINERY OR OTHER EQUIPMENT OF ANY KIND WITHIN THE DRIPLINE OF A TREE TO
REMAIN ON THE SITE UNLESS OTHERWISE APPROVED BY THE COUNTY.
13. ALL EROSION CONTROL INSTALLATION AND INSTALLATION COORDINATION SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR. BE ADVISED THAT THE CONSTRUCTION APPROVAL AND
MAINTENANCE OF THE EROSION CONTROL SHALL BE THE SOLE RESPONSIBILITY OF THE SITE
CONTRACTOR.
14. BUILDING DOWNSPOUTS TO BE DIRECTED TO THE ON-SITE STORM DRAINAGE SYSTEM.
15. FUTURE EXPANSION AREAS, IF DISTURBED, TO BE SEEDED AND MULCHED OR SODDED TO PREVENT
EROSION TO EXISTING PAVEMENT SURFACES.
16. IT IS THE WATERGRASS CDD'S RESPONSIBILITY TO INSPECT AND MAINTAIN THE WATER RETENTION
SYSTEM ON A REGULAR BASIS.
17. ALL DEMOLITION DEBRIS SHALL BE REMOVED FROM THE SITE AND LEGALLY DISPOSED OF.
18. ALL FIRST FLOOR ELEVATIONS (FF) SHALL BE A MINIMUM OF 1' ABOVE THE BASE FLOOD ELEVATION
OR AS REQUIRED BY THE LCD SECTION 701.
19. PRIOR TO COMMENCEMENT OF CLEARING & GRUBBING, CONTRACTOR SHALL COORDINATE WITH
HEIDT DESIGN, LLC TO SCHEDULE A SEDIMENT CONTROL AND SOIL EROSION PRE-CONSTRUCTION
INSPECTION WITH THE PASCO COUNTY STORM WATER DIVISION.
1
4.
STREET & DRAINAGE CONSTRUCTION NOTES:
GENERAL NOTES
2.
3.
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN FROM THE ENGINEER OR OWNER A COPY OF ALL PERTINENT PERMITS RELATED TO THIS
PROJECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASSURE THAT ALL CONSTRUCTION ACTIVITIES ARE IN COMPLIANCE WITH THE CONDITIONS OF
ALL PERMITS AND APPROVALS.
SOLID SOD, ALL AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION.
CONTRACTOR IS TO COORDINATE ALL WORK WITHIN, BUT NOT LIMITED TO, PASCO COUNTY RIGHTS-OF-WAY WITH UTILITY COMPANIES IN ORDER TO
PREVENT DAMAGE TO UTILITY LINES AND THE MAKING OF ADJUSTMENTS TO SAME, IF REQUIRED. IN ACCORDANCE WITH THE UNDERGROUND FACILITY
DAMAGE PREVENTION AND SAFETY ACT (CHAPTER 556, F.S.) THE CONTRACTOR SHALL CALL THE SUNSHINE STATE ONE CALL OF FLORIDA (SSCOF) AT
1-800-432-4770 FORTY EIGHT (48) HOURS IN ADVANCE OF ANY EXCAVATION.
ALL UTILITY MATERIALS AND WORKMANSHIP MUST COMPLY WITH STANDARDS FOR DESIGN AND CONSTRUCTION OF WATER, WASTEWATER AND
RECLAIMED WATER FACILITIES SPECS., JUNE 1995 EDITION.
FIRE HYDRANT, GATE VALVE AND BLOW-OFF VALVE ASSEMBLIES SHALL CONSIST OF ALL PIPE, VALVES, TEES, FITTINGS, AND ANY AND ALL OTHER
APPURTENANCES COMPRISING A COMPLETE, WORKING UNIT.
ALL 4"-12" PVC WATER MAIN PIPE SHALL CONFORM TO THE REQUIREMENTS FOUND IN AWWA STANDARD C-900, LATEST EDITION AT THE TIME OF PLAN
CONNERTON CORNER
1.
200
R:\CONNERTON\FCG - CONNERTON\WORKING FILES\CURRENT DRAWINGS\CP\ASP.DWG-C-103 2015/06/25 9:17 AM NATALIE BUDEN
0
400
GRAPHIC SCALE: 1" = 200'
CONVERSION:
NAVD 29 TO NGVD 88 = -0.84
Office: 813-253-5311
Fax: 813-464-7629
www.HeidtDesign.com
GENERAL LEGEND
WETLAND LINE
WCAS
WETLAND CONS. AREA SETBACK
UNPLATTED
PREPARED
FOR:
TRACT B-2
TRACT B-3
ZONE A
TRACT C-2
ZONE X
ZONE A
AY
NT
PLE
ASA
DESCRIPTION
KW
PAR
NS
I
A
PL
UNPLATTED
OWNER: CONNERTON
LAND ACQUISITION, LLC
GROVES-PHASE
1A
PROJECT NO:
FILE:
DESIGN BY:
DRAWN BY:
DATE:
REGISTRATION NO.
FCG CT 1006
ASP
NYB
NYB
61035
----
REVIEW SUBMITTAL
DESCRIPTION
OWNER: FAMILTAT
HOLDINGS LLC
OWNER: FAMILTAT HOLDINGS
LLC
DATE
OWNER: FAMILTAT
HOLDINGS LLC
DATE
(PLAT BOOK 39, PAGES
120-150)
06/22/2015
41
TRACT C-1
1
No.
ZONE AE
EL. 74.8 (NAVD 88)
EL. 75.6 (NGVD 29)
Y
WA o.45) rtation 5
N
IGH
ad
po
. H e Road f Trans 44B-Ro
t
U.S
o
5
(Sta ment
No.
4)
tion age 44
art
Sec
Dep
,P
rida y Map k 102
Flo
a
fW
Boo
ht o (Deed
Rig
ZONE X
ZONE A
TRACT B-1
FIRST CAPITAL GROUP
FEMA FLOOD ZONE BOUNDARY (TYP.)
AERIAL SITE PLAN
PROPERTY LINE
CONNERTON CORNER
FEMA FLOOD ZONE BOUNDARY
50
R:\CONNERTON\FCG - CONNERTON\WORKING FILES\CURRENT DRAWINGS\CP\DEMO.DWG-C-104 2015/06/25 9:17 AM NATALIE BUDEN
0
100
CONVERSION:
NAVD 29 TO NGVD 88 = -0.84
www.HeidtDesign.com
WETLAND 425
CATEGORY I
GENERAL LEGEND
WCAS
A37 Southeast
SH= 75.50
NP= 74.40
ZONE A
A37 Southeast
SH= 75.50
NP= 74.40
WETLAND LINE
12" Oak
EXISTING TREE TO BE REMOVED
12" Oak
EXISTING TREE TO BE PROTECTED
PROPOSED TREE BARRICADE
STAKED EROSION CONTROL
UNPLATTED
REMOVE AND DISPOSE CURB
REMOVE AND DISPOSE UTILITY
REMOVE AND DISPOSE SIDEWALK
TO EXISTING JOINTS
REMOVE AND DISPOSE PAVEMENT
REMOVE AND RELOCATE EXISTING UTILITY POLE
PREPARED
FOR:
ZONE A
REMOVE AND DISPOSE 33 LF 4" PVC RM,
BLOWOFF, AND GATE VALVE. PLUG AT EX. TEE.
ZONE X
REMOVE AND DISPOSE 5'
STORM MH
DESCRIPTION
<
REMOVE AND DISPOSE 82 LF
48" RCP AND 48" MES
FIRST CAPITAL GROUP
EPCWL
DEMOLITION PLAN
WETLAND 425
CATEGORY I
CONNERTON CORNER
FLOODPLAIN/
WETLAND
MITIGATION
AREA M-12
NW=75.5
Office: 813-253-5311
Fax: 813-464-7629
ZONE A
DATE
<
X
<
AY
OWNER: CONNERTON
PROJECT NO:
FILE:
DESIGN BY:
DRAWN BY:
OWNER: FAMILTAT
HOLDINGS LLC
FCG CT 1006
DEMO
NYB
NYB
OWNER: FAMILTAT
HOLDINGS LLC
DIP
16" N
G
N
I
TI
EXIS ATER MA
W
DATE:
REGISTRATION NO.
61035
----
REMOVE AND DISPOSE TREE (TYP.)
PLE
DATE
REVIEW SUBMITTAL
TP
N
ASA
DESCRIPTION
UNPLATTED
P
06/22/2015
ZONE AE
EL. 74.8 (NAVD 88)
EL. 75.6 (NGVD 29)
NS
LAI
W
ARK
1
1
o. 4
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WA
IGH KES B
A
. H
U.S D O' L
N
(LA
GROUT N. INV. IN EXISTING
CATCH BASIN
R:\CONNERTON\FCG - CONNERTON\WORKING FILES\CURRENT DRAWINGS\CP\SITE.DWG-C-105 2015/06/25 9:17 AM NATALIE BUDEN
GENERAL LEGEND
EPCWL
WETLAND LINE
WCAS
12" Oak
12" Oak
0
60
120
PROPOSED UTILITY EASMENT
PROPOSED LANDSCAPE EASEMENT
CONVERSION:
NAVD 29 TO NGVD 88 = -0.84
PROPOSED SIDEWALK
Office: 813-253-5311
Fax: 813-464-7629
PROPOSED MASS GRADING AREA
WETLAND 425
CATEGORY I
ZONING: MPUD
FUTURE LAND USE: NT
RELOCATE EXISTING UTILITY POLE
ZONING: MPUD
FUTURE LAND USE: NT
A37 Southeast
SH= 75.50
NP= 74.40
TURNOUT TO BE CONSTRUCTED
PER FDOT INDEX 515
ZONE A
A37 Southeast
SH= 75.50
NP= 74.40
R50'
10' UTILITY EASEMENT (TYP.)
UNPLATTED
FIRST CAPITAL GROUP
WETLAND 425
CATEGORY I
CONNERTON CORNER
FLOODPLAIN/
WETLAND
MITIGATION
AREA M-12
NW=75.5
www.HeidtDesign.com
PROPOSED PAVEMENT
69.5
PROPOSED 28.0' DRANAGE
EASEMENT
2-3
2-2
ZONING: MPUD
FUTURE LAND USE: NT
GROVES-PHASE 1A
120'
06/22/2015
'
50.0
PROPOSED SIGN EASEMENT
OWNER: CONNERTON
'
50.0
(PLAT BOOK 39, PAGES 120-150)
ZONING: MPUD
FUTURE LAND USE: RES-3
1
ROW
PROJECT NO:
FILE:
DESIGN BY:
DRAWN BY:
OWNER: FAMILTAT
HOLDINGS LLC
ZONING: MPUD
FUTURE LAND USE: NT
FCG CT 1006
SITE
NYB
NYB
OWNER: FAMILTAT
HOLDINGS LLC
ZONING: MPUD
FUTURE LAND USE: NT
DIP
16" N
G
N
I
I
T
EXIS ATER MA
W
DATE:
REGISTRATION NO.
61035
----
IN
IST
(EX
DESCRIPTION
UNPLATTED
DATE
'
R35
R2
5'
DATE
X
AY)
W
Y
D
A
W
OA
ARKTOR R
P
C
NS
LAI COLLE
P
T
AN BLIC
S
0'
A
U
200.
PLE VED P
A
GP
AD
ROW
120' UBLIC RO
P
ALT
ZONE AE
EL. 74.8 (NAVD 88)
EL. 75.6 (NGVD 29)
R7'
'
36.0
1
o. 4
Y N
MASS GRADING AREA (TYP.)
ALL PROPOSED
IMPROVEMENTS IN US-41
ROW TO BE APPROVED BY
DOT
15' X 15' UTILITY
PB-40
EASEMENT (TYP.))
'
49.3
'
'
59.0
R25
ASPH
15' X 15' UTILITY
EASEMENT (TYP.))
PB-19
DESCRIPTION
R2
4'
137.
'
ZONE A
120' ROW
79.7'
'
25.4' 24.0
'
24.0
2-1
12.0' 12.0
TURNOUT TO BE CONSTRUCTED
PER FDOT INDEX 515
15'
h
Rig
A
HW No.45 D)
n
HIG
ad
0'
LV
o
atio
.
B
t
5
300.
U.S State R AKES anspor -Road
B
O' L of Tr
544
ND
ent
No.
(LA
44)
tion
artm
e4
Dep p Sec 2, Pag
0
rida
Ma
y
k1
Flo
Wa
Boo
t of
ed
(De
MASS GRADING RIDGE LINE
(TYP.)
15' LANDSCAPE EASEMENT
(TYP.)
OWNER: PASCO
TRACT C-1
INVESTMENT LAND, LLC
5'
'
28.0
ROW OAD
200' UBLIC R
TP
HAL
PB-115
PB-42
TRACT B-3
REVIEW SUBMITTAL
ZONE X 12.5'
OWNER: FCPG R E
FUND 09-03, LLC
61.5
X
TRACT C-2
ZONE A
X
'
'
15.5
X
POND 100
DHW100=77.65
DHW25=77.38
DLW=76.30
DNW=75.50
ZONE X
ASP
TRACT B-2
TRACT B-1
R50
'
43.5
PREPARED
FOR:
78.5
10'
TRACT I.D.
TRACT ACREAGE
TRACT USES
B-1
0.67
DRAINAGE & ACCESS
EASEMENT
B-3
1.67
C-1
1.92
C-2
1.00
5)
6)
7)
8)
9)
10)
11)
12)
CONSERVATION, &
MITIGATION EASEMENT
1.20
B-2
3)
4)
13)
14)
15)
16)
17)
18)
DRAINAGE & ACCESS
EASEMENT
FUTURE DEVELOPMENT
PARCEL
FUTURE DEVELOPMENT
PARCEL
19)
20)
21)
22)
PASCO COUNTY WETLAND CATEGORY TABLE
CATEGORY
SIZE (Acres)
I
1.20
II
0.00
III
0.00
TOTAL
1.20
23)
SITE DATA TABLE
PHASE, VILLAGE, AND
PARCEL
UPLAND ACRES
WETLAND ACRES
SURFACE WATER
(MAN-MADE LAKE)
ACRES
TOTAL ACRES
CONNERTON CORNER
2.91
1.20
2.34
6.45
CONNERTON MPUD DESIGN STANDARDS (PURSUANT TO
CONNERTON VILLAGE ONE MPUD)
LOT TYPE
RETAIL/ PERSONAL
SERVICE
MINIMUM SETBACKS
F (FT)
S (FT)
R (FT)
0/10/25
0
10
MAXIMUM
HEIGHT (FT)
MAXIMUM FAR
50'
2.0
F= FRONT SETBACK
S= SIDE SETBACK
R= REAR SETBACK
1.
2.
3.
4.
LOT WIDTH MEASURED HORIZONTALLY AT THE FRONT BUILDING LINE
OFFICE USES ALLOWED OVER RETAIL
ARCITECTURAL FEATURES, SUCH AS CUPOLAS, SPIRES, PARAPET WALLS, AND
FACADES HAVE A MAXIMUM HEIGHT OF 60 FEET.
FRONT SETBACKS FROM PLEASANT PLAINS PARKWAY ARE TO BE TEN FEET.
FRONT SETBACKS TO US 41 TO BE 25 FEET (SUBJECT TO US 41 CLEAR ZONE),
AND FRONT SETBACKS TO INTERNAL ROADS TO BE ZERO.
24) SIDEWALK CLEAR ZONE SHALL BE FREE OF OBSTACLES, INCLUDING BUT NOT LIMITED TO SHRUBS, TREES, FENCES, ABOVE GROUND UTILITIES, I.E. POWER POLES,
STREET LIGHTS, GUY ANCHORS, FIRE HYDRANTS, MAIL BOXES, STREET SIGNS AND UTILITY MARKERS.
25) CURB RAMPS SHALL BE PROVIDED PER FDOT INDEX 304 WITH DETECTABLE WARNING STRIPS ALIGNED IN THE DIRECTION OF PEDESTRIAN TRAVEL.
26) ALL LANDSCAPE AND SODDED AREAS WILL BE IRRIGATED.
27) THIS PROJECT WILL COMPLY WITH THE PASCO COUNTY TREE PROTECTION AND RESTORATION ORDINANCE.
28) ALL CONSTRUCTION WORK, INCLUDING ROAD, DRAINAGE AND UTILITIES, SHALL BE CONSTRUCTED IN ACCORDANCE WITH PASCO COUNTY DESIGN STANDARDS
AND TESTED IN COMPLIANCE WITH THE PASCO COUNTY ENGINEERING SERVICE DEPARTMENT TESTING SPECIFICATIONS FOR CONSTRUCTION OF ROADS, STORM
DRAINAGE AND UTILITIES.
29) THIS PROJECT SHALL BE SUBJECT TO THE PASCO COUNTY NEW DEVELOPMENT FAIR SHARE CONTRIBUTION FOR ROAD IMPROVEMENTS ORDINANCE AND SCHOOL
IMPACT FEE ORDINANCE.
30) IF DURING CONSTRUCTION ACTIVITIES ANY EVIDENCE OF HISTORIC RESOURCES, INCLUDING BUT NOT LIMITED TO ABORIGINAL OR HISTORIC POTTERY,
PREHISTORIC STONE TOOLS, BONE OR SHELL TOOLS, HISTORIC TRASH PITS, OR HISTORIC BUILDING FOUNDATION, ARE DISCOVERED, WORK SHALL COME TO AN
IMMEDIATE STOP AND THE FLORIDA DEPARTMENT OF HISTORIC RESOURCES (STATE HISTORIC PRESERVATION OFFICER) AND PASCO COUNTY SHALL BE NOTIFIED
WITHIN TWO WORKING DAYS OF THE RESOURCES FOUND ON SITE.
31) IF DURING THE CONSTRUCTION ACTIVITIES ANY EVIDENCE OF THE PRESENCE OF STATE AND FEDERALLY PROTECTED PLANT AND/OR ANIMAL SPECIES ARE
DISCOVERED, WORK SHALL COME TO AN IMMEDIATE STOP AND PASCO COUNTY SHALL BE NOTIFIED WITHIN TWO WORKING DAYS OF THE PLANT AND/OR
ANIMAL SPECIES FOUND ON SITE.
32) ALL 20'x20' CLEAR-SITE AREAS SHALL BE KEPT FREE OF ANY SIGNAGE PLANTINGS, TREES, ETC. IN EXCESS OF THREE-AND-A-HALF (3-1/2) FEET IN HEIGHT.
33) ALL PROPOSED SIGNS MUST BE APPLIED FOR, APPROVED, AND PERMITTED ON AN INDIVIDUAL BASIS APART FROM ANY ULTIMATELY APPROVED SITE PLAN.
APPROVAL OF THIS SUBDIVISION PLAN DOES NOT CONSTITUTE APPROVAL OF ANY SIGNAGE.
34) THE ENGINEER CERTIFIES THAT SITE FEATURES HAVE BEEN DESIGNED IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT.
35) THE OWNER/DEVELOPER ACKNOWLEDGES THAT THIS APPROVAL DOES NOT INCLUDE ANY WORK IN COUNTY RIGHT-OF-WAY. ANY RIGHT-OF-WAY WORK SHALL BE
A FUNCTION OF AN APPROVED RIGHT-OF-WAY PERMIT.
36) THE OWNER/DEVELOPER ACKNOWLEDGES THAT THE SITE AND ITS SUBSEQUENT BUILDING PERMITS SHALL COMPLY WITH ALL MPUD CONDITIONS.
37) ALL STRUCTURES, INCLUDING BUFFER WALLS, RETAINING WALLS, SIGNAGE, ETC. SHALL REQUIRE A BUILDING PERMIT.
38) ARCHITECT OR LIGHTING CONSULTANT SHALL ENSURE THAT FINAL LIGHTING PLANS MEET THE REQUIREMENTS OF THE PASCO COUNTY LDC, INCLUDING
PROHIBITIONS AGAINST OFF-SITE LIGHT SPILLAGE AND GLARE.
39) NO IRRIGATION SYSTEM OR LANDSCAPING SHALL BE INSTALLED IN ANY COUNTY OR STATE RIGHT-OF-WAY WITHOUT ISSUANCE OF APPROPRIATE RIGHT-OF-WAY
USE PERMIT.
40) FUGITIVE DUST EMISSIONS SHALL BE CONTROLLED BY SPRINKLING AS NECESSARY.
41) ON-SITE BURNING SHALL NOT BE EMPLOYED WITHOUT APPROVAL FROM THE FIRE MARSHAL.
42) THE SOIL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED PRIOR TO CONSTRUCTION AND MAINTAINED THROUGHOUT CONSTRUCTION UNTIL
THE SITE IS PERMANENTLY STABILIZED.
43) ALL PROJECTS MUST COMPLY WITH PASCO COUNTY FIRE HYDRANT ORDINANCE NO. 46-51.
44) FIRE HYDRANTS SHALL BE INSTALLED AND IN SERVICE PRIOR TO THE ACCUMULATION OF COMBUSTIBLES.
45) PER THE NATIONAL FIRE PROTECTION ASSOCIATION, NFPA-1, 16.4.3.1.3: WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE PROVIDED, THEY
SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO BUILDING CONSTRUCTION WORK
46) PER NFPA-1, 18.3.4.1: CLEARANCES OF 7.5 FEET IN FRONT OF AND TO THE SIDES OF THE FIRE HYDRANT WITH A FOUR-FOOT CLEARANCE TO THE REAR MUST BE
MAINTAINED AT ALL TIMES.
47) PRIOR TO CONSTRUCTION, A BUILDING PERMIT SHALL BE OBTAINED FOR ALL STRUCTURES THAT HAVE A FOOTER, REGARDLESS OF SIZE, THROUGH PASCO
COUNTY CENTRAL PERMITTING. (E.G., INCLUDING BUT NOT LIMITED TO BUILDINGS, ACCESSORIES, RETAINING WALLS, AND ETC.).
48) ALL DEMOLITION DEBRIS SHALL BE REMOVED FROM THE SITE AND LEGALLY DISPOSED OF.
49) ANY OFF SITE DISTURBANCE SHALL BE RESTORED TO THE PRE-CONSTRUCTION CONDITION OR BETTER.
50) AS APPLICABLE, THE OWNER/DEVELOPER SHALL PROVIDE COPIES OF THE REQUIRED PERMITS FROM THE RESPECTIVE GOVERNING AGENCIES, PRIOR TO ISSUANCE
OF THE SITE DEVELOPMENT PERMIT (SDP).
51) THE SUBJECT PROPERTY IS NOT LOCATED WITHIN THE 10-YEAR WELLHEAD PROTECTION AREA.
52) UNDERDRAINS WITHIN THE ROW SHALL BE THE MAINTENANCE RESPONSIBILITY OF THE CONNERTON WEST CDD. A RIGHT-OF-WAY USE PERMIT WILL BE FILED FOR
ALL STREETS DESIGNATING THIS ENTITY AS THE O&M ENTITY FOR UNDERDRAINS.
53) THESE PLANS WERE PREPARED WITH THE BENEFIT OF AND IN CONFORMANCE TO THE GEOTECHNICAL RECOMMENDATIONS IN THE REPORTS BY MORTENSEN
ENGINEERING, INC. ENTITLED AS FOLLOWS: "LAKE/DETENTION POND AREA SOILS STUDY, CONNERTON VILLAGE AREA PLAN NO. 1" (DATED 5/13/03).
54) SURFACE WATER MANAGEMENT FOR THIS PROJECT IS PROVIDED BY POND 100, WHICH IS AN EXISTING POND PROPOSED FOR MODIFICATION IN THESE PLANS.
55) IN CONSIDERATION OF THE COUNTY'S AGREEMENT TO PROVIDE POTABLE WATER AND/OR RECLAIMED WATER TO THE SUBJECT PROPERTY, THE
APPLICANT/DEVELOPER AND ITS OR THEIR SUCCESSORS AND ASSIGNS AGREE TO THE FOLLOWING:
Office: 813-253-5311
Fax: 813-464-7629
www.HeidtDesign.com
PROJECT NO:
FILE:
DESIGN BY:
DRAWN BY:
FCG CT 1006
SITE
NYB
NYB
a.
58)
IN THE EVENT OF PRODUCTION FAILURE OR SHORTFALL BY TAMPA BAY WATER (TBW), AS SET FORTH IN SECTION 3.19 OF THE INTERLOCAL
AGREEMENT CREATING TBW, THE APPLICANT/DEVELOPER SHALL TEMPORARILY TRANSFER TO THE COUNTY ANY AND ALL WATER-USE PERMITS
OR WATER-USERIGHTS THE APPLICANT/DEVELOPER MAY HAVE TO USE OR CONSUME SURFACE WATER OR GROUNDWATER WITHIN THE COUNTY
FOR THE DURATION OF THE PRODUCTION FAILURE OR SHORTFALL.
b.
PRIOR TO THE APPLICANT/DEVELOPER SELLING WATER, WATER-USE PERMITS, OR WATER-USE RIGHTS, THE APPLICANT/DEVELOPER SHALL
NOTIFY THE COUNTY, AND THE COUNTY SHALL HAVE A RIGHT OF FIRST REFUSAL TO PURCHASE SUCH WATER OR WATER-USE PERMITS OR
WATER-USE RIGHTS.
THE APPLICANT/DEVELOPER ACKNOWLEDGES, IN ACCORDANCE WITH THE LDC, SECTION 905.2, LANDSCAPING AND BUFFERING, ANY PLANT
MATERIALS OF WHATSOEVER TYPE AND KIND REQUIRED BY THE LANDSCAPE AND BUFFERING REGULATIONS AND THIS APPROVAL, SHALL BE
REPLACED WITHIN THIRTY DAYS OF THEIR DEMISE AND/OR REMOVAL.
R:\CONNERTON\FCG - CONNERTON\WORKING FILES\CURRENT DRAWINGS\CP\SITE.DWG-C-106 2015/06/25 9:17 AM NATALIE BUDEN
CONNERTON CORNER PROPOSED TRACT
ACREAGES
2)
DATE:
REGISTRATION NO.
61035
----
APPROVED AS PART OF CONNERTON VILLAGE
ONE: PARCELS 101, 102, 103 (DR04-1229) ON
04/29/04
FIRST CAPITAL GROUP
1.20
EXISTING POND ON PASCO
INVESTMENT LAND, LLC PORTION
OF PROJECT
DESCRIPTION
0.00
APPROVED WITH CONDITIONS; RZ-7111
04/21/15
DATE
1.20
CONNERTON MPUD REZONING
PETITION
CONVERSION:
NAVD 29 TO NGVD 88 = -0.84
DESCRIPTION
1.20
NOTES:
DATE
TOTAL
0.00
INCREMENT / PARCEL I.D.
PREPARED
FOR:
1.20
UNIMPACTED
WETLAND ACRES
REVIEW SUBMITTAL
WETLAND 425
WETLAND IMPACT
ACRES
06/22/2015
ACRES ON SITE
1
WETLAND
IDENTIFICATION
SUMMARY OF INDIVIDUAL PASCO COUNTY PLAN
APPROVALS AND PENDING APPROVALS
CONNERTON CORNER WETLAND SUMMARY TABLE
DEVELOPER/OWNER:
FIRST CAPITAL GROUP
ORLANDO, FL 32803
(407) 872-0209
ENGINEER: HEIDT DESIGN, LLC
5806-B BRECKENRIDGE PARKWAY
(813) 253-5311
SURVEYOR: GEOPOINT SURVEYING, INC.
1403 EAST 5TH AVENUE
TAMPA, FL 33605
(813) 248-8888
GEOTECHNICAL ENGINEER:
MORTENSEN ENGINEERING, INC.
6408 W. LINEBAUGH AVENUE, SUITE 111
TAMPA, FL 33625
(813) 908-5555
EXISTING ZONING: MPUD PETITION #6045 WAS APPROVED BY BCC 08/12/2003; A SUBSTANTIAL AMENDMENT, PETITION #7111, WAS APPROVED BY BCC ON
04/21/2015; EXISTING LAND USE: VACANT
FUTURE LAND USE CLASSIFICATION: NEW TOWN
DRI #233 WAS APPROVED BY BCC ON 07/18/2000. NUMEROUS NOTICES OF PROPOSED CHANGE HAVE BEEN ADOPTED. THE MOST RECENTLY AMENDED,
RESTATED DEVELOPMENT ORDER WAS APPROVED BY BCC ON 01/13/2005.
WATER SERVICE TO BE PROVIDED BY PASCO COUNTY UTILITIES.
SEWAGE DISPOSAL SERVICE TO BE PROVIDED BY PASCO COUNTY UTILITIES.
ELECTRICAL POWER TO BE PROVIDED BY WITHLACOOCHIE RIVER ELECTRIC COOPERATIVE.
TELEPHONE SERVICE TO BE PROVIDED BY VERIZON.
STREET LIGHTING TO BE PROVIDED BY A STREET LIGHTING TAXING DISTRICT.
FIRE PROTECTION TO BE PROVIDED BY THE EXISTING PASCO COUNTY FIRE STATION #22 LOCATED NEAR US 41 AND SR 52. FIRE HYDRANTS TO BE PROVIDED ON
SITE. SITE IS WITHIN A FIRE PROTECTION MSTU.
THE SITE IS CURRENTLY MASS GRADED. THE WETLANDS ARE CYPRESS SWAMPS AND GRASSY MARSHES.
PREDOMINANT SOIL TYPES ON-SITE CONSIST OF ZOLFO FINE SAND, BASINGER FINE SAND, AND SELLERS MUCKY LOAMY FINE SAND IN THE TRANSITIONAL AREAS;
BASINGER FINE SAND AND SELLERS MUCKY LOAMY FINE SANDS WITHIN WETLAND AREAS.
CONSERVATION AREAS AND DETENTION PONDS WILL BE OWNED AND MAINTAINED BY THE OWNER OR MERCHANT'S ASSOCIATION.
DETENTION PONDS SHALL BE WITHIN DRAINAGE EASEMENTS DEDICATED TO THE OWNER OR MERCHANT'S ASSOCIATION FOR MAINTENANCE.
CONTOURS SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. TO CONVERT FROM NGVD 1929 TO NAVD 1988 SUBTRACT 0.84 FEET.
PROPOSED RIGHTS-OF-WAY FOR LOCAL STREETS SHALL BE A MINIMUM OF FIFTY (50) FEET.
ALL ROADWAY STANDARDS TO COMPLY WITH THE MANUAL OF UNIFORM MINIMUM STANDARDS, STATE OF FLORIDA.
ALL WATER AND WASTEWATER FACILITIES TO BE INSTALLED IN COMPLIANCE WITH PASCO COUNTY STANDARDS FOR DESIGN AND CONSTRUCTION OF WATER AND
WASTEWATER FACILITIES.
ALL UTILITY LINES SHALL BE INSTALLED UNDERGROUND.
ENTIRE PROJECT LIES WITHIN FLOOD ZONE "X" , "A"AND "AE" ACCORDING TO FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NO. 12101C0238F
REVISED SEPTEMBER 26, 2014 AND ISSUED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. AREAS IN ZONE AE HAVE A BASE FLOOD ELEVATION OF 74.8
(NAVD88).
A MINIMUM OF 16" OF SOD STRIP WILL BE PROVIDED ALONG ALL ROADWAYS PER PASCO COUNTY REQUIREMENTS.
SETBACKS FOR POST-DEVELOPED WETLANDS SHALL BE AS FOLLOWS: 25-FOOT MINIMUM AROUND ALL CATEGORY I WETLANDS; BUFFERS AROUND CATEGORY II
AND III WETLANDS SHALL BE AS REQUIRED BY SWFWMD. ALLOWABLE USES AND RESTRICTIONS FOR BUFFERS SHALL BE IN ACCORDANCE WITH SECTION 805 OF
THE PASCO COUNTY LAND DEVELOPMENT CODE.
SIDEWALKS WILL BE PROVIDED IN THE LOCATIONS INDICATED ON THESE PLANS. UNLESS OTHERWISE SHOWN, ALL SIDEWALKS SHALL BE A MINIMUM OF FIVE (5)
CONNERTON CORNER
1)
R:\CONNERTON\FCG - CONNERTON\WORKING FILES\CURRENT DRAWINGS\CP\RS-PASCO.DWG-C-200 2015/06/25 9:18 AM NATALIE BUDEN
PAVEMENT CONSTRUCTION NOTES:
1
0
2%
MAX.
05
.
10
.4
10
6.
EXISTING 6" CONCRETE
SIDEWALK/BIKEPATH
TYPICAL (3000 PSI)
EXISTING 12' DRIVE
LANE
EXISTING
'F' CURB
EXISTING 12' DRIVE
LANE
EXISTING
'F' CURB
7.
PROPOSED 'F' CURB
EXISTING "F" CURB
12" STABILIZATION
PLEASANT PLAINS PARKWAY
TYPICAL ROADWAY SECTION
PROPOSED 'F' CURB
2" TYPE S-1 ASPHALT SURFACE COURSE
120' RIGHT-OF-WAY
8" SOIL CEMENT BASE COURSE
(DESIGN SPEED = 35 MPH)
TYPE 1A STREET
12.00'
8.
1" TYPE FC-9.5 FRICTION COURSE (110 lbs/sy)
12" STABILIZED SUBGRADE
(98% MODIFIED PROCTOR) (LBR 40 Min.)
12.00'
PROFILE GRADE LINE
2.0%
2.0%
PROPOSED ROADWAY DESIGN
FOR ON-SITE DRIVE AISLES
LAYER COEFFICIENTS
THICKNESS
1.50"
0.44 - TYPE SP-9.5 ASPHALT SURFACE COURSE
0.15 - CRUSHED CONCRETE BASE COURSE (LBR 150)
6"
0.08 - STABILIZED SUBGRADE (12" MIN.)
12"
SN = (0.44 x 1.50) + (0.15 x 6) + (0.08 x 12) = 2.52
have a minimum Limerock Bearing Ration (LBR) of 40 or greater.
Subgrade shall be compacted to the minimum thickness as shown.
Subgrade shall be compacted to a minimum of 98% Modified Proctor
per AASHTO T-180.
9. Compacted subgrade (beneath stabilized subgrade, if required, or
beneath base materials) shall be prepared in accordance with FDOT
Index 505, latest edition. Embankment fills or natural sands to 24
inches below the bottom of the pavement base (if no stabilized
subgrade), or to 24 inches below the bottom of stabilized subgrade,
shall be sandy soils (A-3 or SP/SP-SM) with typically 15% fines or less
passing the No. 200 sieve.
10. Crushed concrete base surface shall be inspected and approved by
the engineer prior to any paving operation.
11.
stabilized subgrade with a minimum LBR value of 40 (or a minimum
FBV of 75) which has been compacted to a minimum density of
ninety-eight percent (98%) of the maximum density as determined by
AASHTO T-180 for a minimum depth of twelve (12) inches.
12. All Portland Cement Concrete shall have a minimum compressive
strength of 3000 psi.
13. Roadway underdrain has been located on these plans to ensure
adequate base protection. Prior to curb construction, the
Geotechnical Engineer shall review the predesign borings and, along
with their field inspection, make a recommendation regarding
additional underdrain requirements.
14. Should no underdrain be specified on the plans, the Contractor shall
include 1,000 linear feet of underdrain at unit prices for bid purposes.
15. All testing referenced above shall, at a minimum, be at the frequency
required by the Governing Agency having jurisdiction, or in the
absence thereof, by minimum FDOT standards.
1.
2.
PROPOSED ROADWAY DESIGN
FOR ON-SITE DRIVE AISLES
(FOR SOIL CEMENT BASE ALTERNATIVE)
0.44 - TYPE SP-9.5 ASPHALT SURFACE COURSE
THICKNESS
4.
1.50"
0.15 - SOIL CEMENT BASE
8"
0.04 - COMPACTED SUBGRADE
12"
Office: 813-253-5311
Fax: 813-464-7629
www.HeidtDesign.com
ALTERNATIVE SOIL-CEMENT BASE MATERIAL
3.
LAYER COEFFICIENTS
Crushed concrete road base material shall have a minimum
compacted dry density of 114.0 pcf (per AASHTO T-180), and a
minimum Limerock Bearing Ratio (LBR) of 150 (under-tolerance +/5%), tested at a frequency required by the Governing Agency having
jurisdiction, or in the absence thereof, by minimum FDOT standards.
Base single-course lifts shall not exceed 6 inches (compacted, 8
inches loose).
Crushed concrete road base shall be compacted to a minimum of
100% of Modified Proctor per AASHTO T-180, tested at a frequency
required by the Governing Agency having jurisdiction, or in the
absence thereof, by minimum FDOT standards.
Crushed concrete base shall have a 12-inch thick stabilized subgrade,
5.
Soil-cement mix design shall be provided a minimum 30 days in
advance of placement of base material for approval by the Engineer.
The soil-cement product shall be in accordance with PCA standards.
Soil-cement surface shall be inspected and approved by the Engineer
prior to any paving operation.
Subgrade for soil-cement shall be prepared in accordance with FDOT
Index No. 505, latest edition. Embankment fills or natural sands to
24-inches below the bottom of the pavement base (if no stabilized
subgrade), or to 24-inches below the bottom of stabilized subgrade,
shall be sandy soils (A-3 or SP/SP-SM) with typically 15% fines or less
passing the No. 200 sieve.
Subgrade under a soil-cement base shall be proof-rolled to grade, as
directed by the Engineer and approved by the Engineer with suitable
compaction equipment to achieve a density of ninety-eight (98%)
percent Modified Proctor for a depth of twelve (12) inches prior to
placing soil-cement base.
Subgrade under soil-cement base shall NOT be stabilized unless
otherwise directed by Engineer of Record.
SN = (0.44 x 1.50) + (0.15 x 8) + (0.04 x 12) = 2.34
6"
1
2"R (TYP.)
2"R
2'-0"
WHEN USED ON HIGH SIDE OF ROADWAYS,
THE CROSS SLOPE OF THE GUTTER SHALL
MATCH THE CROSS SLOPE OF THE ADJACENT
PAVEMENT. THE THICKNESS OF THE LIP
SHALL BE 6", UNLESS OTHERWISE SHOWN.
FILE:
PAVEMENT TO BE FINISHED
FLUSH WITH LIP OF CURB
2"R
DESIGN BY:
DRAWN BY:
FCG CT 1006
RS-PASCO
NYB
NYB
ASPHALT PAV'T.
712"
ASPHALT PAV'T.
ASPHALT PAV'T.
3000 PSI
CONCRETE
2"R (TYP.)
3"R
3"R
6"
71 2"
61 2"
3000 PSI
CONCRETE
PAVEMENT TO BE FINISHED
1 " ABOVE LIP OF CURB
4
PROJECT NO:
6"
1
1'-0"
3 "R (TYP.)
4
PAVEMENT TO BE
FINISHED 1 4" ABOVE
LIP OF CURB
1'-6"
1'-6"
1'-0"
SLOPE TO MATCH
DRIVEWAY
14"
6"
0.53'
8"
10"
SLOPE ACCORDING TO PAVEMENT
WHERE GRADE SLOPES AWAY
FROM CURB
8"
1
06/22/2015
Contractor may propose alternate pavement designs.
Contractor shall submit any pavement alternatives to
Engineer for approval prior to final subgrade preparations.
3000 PSI
CONCRETE
2'-0"
2'-0"
DROP CURB
TYPE "F" CURB & GUTTER
TYPE "F" CURB & GUTTER
ROTATED
SCALE: 1" = 1'
SCALE: 1" = 1'
SCALE: 1" = 1'
DATE:
REGISTRATION NO.
61035
----
10
5.
FIRST CAPITAL GROUP
1/4":1' MIN.
1
5
.4
1/4":1' MIN.
20
EXISTING 12' DRIVE
LANE
PREPARED
FOR:
9.
10
.
0
0.0
EXISTING 12' DRIVE
LANE
10
.0
0
0
2
0.
DESCRIPTION
2'
DATE
5
70
EXISTING 10'
UTILITY
EASEMENT
21'
2'
12'
9.5
.4
0
10
2% MAX.
2'
EXISTING
'F' CURB
10
.0
5
24'
5
9.5 0
7
9.
2% MAX.
2'
11'
DESCRIPTION
13'
10'
11'
24'
4.
REVIEW SUBMITTAL
21'
60'
DATE
60'
3.
ROADWAY TYPICAL SECTIONS
PROPOSED 12' TURN LANE. SEE SITE PLAN FOR
LOCATION. MATCH EXISTING PAVEMENT
120' R/W
EXISTING 10'
UTILITY
EASEMENT
PROPOSED 6"
CONCRETE
SIDEWALK/BIKEPATH.
SEE SITE PLAN FOR
LOCATION. MATCH
EXISTING
2.
R/W LINE
R/W LINE
PROPOSED 13' TURN LANE. SEE SITE PLAN FOR
LOCATION. MATCH EXISTING PAVEMENT
Pavement wearing surface shall be asphaltic concrete of type and
thickness shown in detail and shall meet current Department of
Transportation Specifications.
Pavement base shall be crushed concrete, as designated in plans, and
shall be compacted to a minimum thickness as shown.
Crushed concrete road base material shall be of uniform quality, free
of all organics, steel rebar, asphalt debris, and any other deleterious
materials.
Crushed concrete road base material shall generally conform to the
gradation chart for graded aggregate base, FDOT Section 204 and
901, tested at a frequency required by the Governing Agency having
jurisdiction. In addition, crushed concrete shall conform to the
applicable specification contained within Pasco County Design
CONNERTON CORNER
1.
WETLAND 425
CATEGORY I
R:\CONNERTON\FCG - CONNERTON\WORKING FILES\CURRENT DRAWINGS\CP\MD-KEY.DWG-C-300 2015/06/25 9:18 AM NATALIE BUDEN
FLOODPLAIN/
WETLAND
MITIGATION
AREA M-12
NW=75.5
WETLAND 425
CATEGORY I
A37 Southeast
SH= 75.50
NP= 74.40
A37 Southeast
SH= 75.50
NP= 74.40
UNPLATTED
0
80
160
CONVERSION:
NAVD 29 TO NGVD 88 = -0.84
" RCP
180 LF 48
P
48" RC
120 LF
36 LF 24" RCP
PB-42
235
2-3
PB-115
8
LF 4
2-2
" RC
Office: 813-253-5311
Fax: 813-464-7629
P
1
LF
66
www.HeidtDesign.com
P
UNPLATTED
P
OWNER: CONNERTON
GROVES-PHASE 1A
OWNER: FAMILTAT
HOLDINGS LLC
7.
8.
4.
DESCRIPTION
DATE
PROJECT NO:
FILE:
DESIGN BY:
DRAWN BY:
DATE:
REGISTRATION NO.
FCG CT 1006
MD-KEY
NYB
NYB
61035
----
6.
DESCRIPTION
5.
3.
ALL SODDED SLOPES STEEPER THAN 4:1 SHALL BE INSTALLED WITH SOD PEGS.
NO EXCAVATION SHALL EXTEND BELOW THE PERMITTED DESIGN
DEPTHS/ELEVATIONS SHOWN ON THE DRAWINGS, UNLESS ADDITIONAL TESTING
SUPPORTS OTHERWISE; NO LOWER SEMI-CONFINING UNIT CLAYEY SOIL MATERIAL
AND/OR NO LIMESTONE MATERIALS SHALL BE EXCAVATED REGARDLESS IF THEY
ARE ENCOUNTERED WITHIN THE PERMITTED DEPTHS/ELEVATIONS. IF ANY LOWER
SEMI-CONFINING UNIT CLAYEY SOIL MATERIALS OR LIMESTONE MATERIALS ARE
ENCOUNTERED ABOVE THE PERMITTED DEPTHS/ELEVATIONS, THEN EXCAVATION
OPERATIONS SHALL CEASE IN THE GENERAL LOCATION AND THE ENGINEER OF
RECORD SHALL BE NOTIFIED IMMEDIATELY.
SHOULD ANY NOTICEABLE SOIL SLUMPING OR SINKHOLE FORMATION BECOME
EVIDENT, THE APPLICANT/DEVELOPER SHALL IMMEDIATELY NOTIFY THE COUNTY,
TAMPA BAY WATER (TBW), AND SWFWMD, AND ADOPT ONE OR MORE OF THE
FOLLOWING PROCEDURES AS DETERMINED TO BE APPROPRIATE BY THE COUNTY
AND SWFWMD:
A. IF THE SLUMPING OR SINKHOLE FORMATION BECOMES EVIDENT BEFORE OR
DURING CONSTRUCTION ACTIVITIES, STOP ALL WORK (EXCEPT FOR MITIGATION
ACTIVITIES) IN THE AFFECTED AREA AND REMAIN STOPPED UNTIL THE COUNTY
AND SWFWMD APPROVE RESUMING CONSTRUCTION ACTIVITIES.
B. TAKE IMMEDIATE MEASURES TO ENSURE NO SURFACE WATER DRAINS INTO
THE AFFECTED AREAS.
C. VISUALLY INSPECT THE AFFECTED AREA.
D. EXCAVATE AND BACKFILL OR GROUT AS REQUIRED TO FILL THE AFFECTED AREA
AND PREVENT FURTHER SUBSIDENCE.
E. USE SOIL REINFORCEMENT MATERIALS IN THE BACKFILLING OPERATION, WHEN
APPROPRIATE.
F. IF THE AFFECTED AREA IS IN THE VICINITY OF A WATER-RETENTION AREA,
MAINTAIN A MINIMUM DISTANCE OF TWO FEET FROM THE BOTTOM OF THE
RETENTION POND TO THE SURFACE OF THE LIME-ROCK OR KARST
CONNECTION.
G. IF THE AFFECTED AREA IS IN THE VICINITY OF A WATER-RETENTION AREA AND
THE ABOVE METHODS DO NOT STABILIZE THE COLLAPSE, RELOCATE THE
RETENTION AREA.
H. DISCHARGE OF STORM-WATER INTO DEPRESSIONS WITH DIRECT OR
DEMONSTRATED HYDROLOGIC CONNECTION TO THE FLORIDIAN AQUIFER
SHALL BE PROHIBITED.
UPON COMPLETION OF LAND DEVELOPMENT CONSTRUCTION ACTIVITIES, A
PROFESSIONAL ENGINEER SHALL PROVIDE A CERTIFICATION TO PASCO COUNTY
THAT THE PROJECT, INCLUDING EACH PAD AREA, COMPLIES WITH THE
RECOMMENDATIONS OF THE GEOTECHNICAL / GEOLOGICAL ENGINEERING REPORT .
DATE
4.
1.
2.
REVIEW SUBMITTAL
3.
ALL SODDED SLOPES STEEPER THAN 4:1 SHALL BE INSTALLED WITH SOD PEGS.
ALL FIRST FLOOR ELEVATIONS SHALL BE A MINIMUM OF ONE FOOT ABOVE THE BASE FLOOD
ELEVATION (BFE).
ALL FIRST FLOOR ELEVATIONS SHALL BE A MINIMUM OF 16 INCHES ABOVE THE HIGHEST
CROWN LINE OF THE STREET LYING BETWEEN THE PROJECTION OF THE SIDE BUILDING
LINES.
NO EXCAVATION SHALL EXTEND BELOW THE PERMITTED DESIGN DEPTHS/ELEVATIONS
SHOWN ON THE DRAWINGS, UNLESS ADDITIONAL TESTING SUPPORTS OTHERWISE; NO
LOWER SEMI-CONFINING UNIT CLAYEY SOIL MATERIAL AND/OR NO LIMESTONE MATERIALS
SHALL BE EXCAVATED REGARDLESS IF THEY ARE ENCOUNTERED WITHIN THE PERMITTED
DEPTHS/ELEVATIONS. IF ANY LOWER SEMI-CONFINING UNIT CLAYEY SOIL MATERIALS OR
LIMESTONE MATERIALS ARE ENCOUNTERED ABOVE THE PERMITTED DEPTHS/ELEVATIONS,
THEN EXCAVATION OPERATIONS SHALL CEASE IN THE GENERAL LOCATION AND THE
ENGINEER OF RECORD SHALL BE NOTIFIED IMMEDIATELY.
SHOULD ANY NOTICEABLE SOIL SLUMPING OR SINKHOLE FORMATION BECOME EVIDENT,
THE APPLICANT/DEVELOPER SHALL IMMEDIATELY NOTIFY THE COUNTY, TAMPA BAY WATER
(TBW), AND SWFWMD, AND ADOPT ONE OR MORE OF THE FOLLOWING PROCEDURES AS
DETERMINED TO BE APPROPRIATE BY THE COUNTY AND SWFWMD:
A. IF THE SLUMPING OR SINKHOLE FORMATION BECOMES EVIDENT BEFORE OR DURING
CONSTRUCTION ACTIVITIES, STOP ALL WORK (EXCEPT FOR MITIGATION ACTIVITIES) IN
THE AFFECTED AREA AND REMAIN STOPPED UNTIL THE COUNTY AND SWFWMD
APPROVE RESUMING CONSTRUCTION ACTIVITIES.
B. TAKE IMMEDIATE MEASURES TO ENSURE NO SURFACE WATER DRAINS INTO THE
AFFECTED AREAS.
C. VISUALLY INSPECT THE AFFECTED AREA.
D. EXCAVATE AND BACKFILL OR GROUT AS REQUIRED TO FILL THE AFFECTED AREA AND
PREVENT FURTHER SUBSIDENCE.
E. USE SOIL REINFORCEMENT MATERIALS IN THE BACKFILLING OPERATION, WHEN
APPROPRIATE.
F. IF THE AFFECTED AREA IS IN THE VICINITY OF A WATER-RETENTION AREA, MAINTAIN A
MINIMUM DISTANCE OF TWO FEET FROM THE BOTTOM OF THE RETENTION POND TO
THE SURFACE OF THE LIME-ROCK OR KARST CONNECTION.
G. IF THE AFFECTED AREA IS IN THE VICINITY OF A WATER-RETENTION AREA AND THE
ABOVE METHODS DO NOT STABILIZE THE COLLAPSE, RELOCATE THE RETENTION AREA.
H. DISCHARGE OF STORM-WATER INTO DEPRESSIONS WITH DIRECT OR DEMONSTRATED
HYDROLOGIC CONNECTION TO THE FLORIDAN AQUIFER SHALL BE PROHIBITED.
UPON COMPLETION OF LAND DEVELOPMENT CONSTRUCTION ACTIVITIES, A PROFESSIONAL
ENGINEER SHALL PROVIDE A CERTIFICATION TO PASCO COUNTY THAT THE PROJECT,
INCLUDING EACH PAD AREA, COMPLIES WITH THE RECOMMENDATIONS OF THE
GEOTECHNICAL / GEOLOGICAL ENGINEERING REPORT.
THE ENGINEER RESPONSIBLE FOR THE PROJECT SHALL CERTIFY TO PASCO COUNTY THAT
THE UNDERDRAINS HAVE BEEN PROPERLY INSTALLED PRIOR TO THE INSTALLATION OF ANY
ASPHALT. CERTIFICATION SHALL STRICTLY COMPLY WITH THE UNDERDRAIN CERTIFICATION
FORM AVAILABLE IN "ENGINEERING SERVICES DEPARTMENT: A PROCEDURAL GUIDE FOR
THE PREPARATION OF ASSURANCES OF COMPLETION AND MAINTENANCE"
PROPOSED MAINTENANCE EASEMENTS MUST CONTAIN CLEAR OPERABLE ACCESSIBILITY.
06/22/2015
1.
2.
MASS GRADING NOTES
1
DRAINAGE & GRADING NOTES
DIP
16"
TING MAIN
S
I
X
E ATER
W
OWNER: FAMILTAT
HOLDINGS LLC
FIRST CAPITAL GROUP
NT
SA
LEA
PREPARED
FOR:
PB-40
PAR
NS
LAI
CONNERTON CORNER
AY
KW
1
o. 4
n
Y N
WA o.45) ortatio ad 5
N
IGH
sp
Ro
. H Road Tran
4BU.S (State ent of No. 54 4)
4
m
t
ion
e4
par
ect , Pag
De
pS
2
rida y Ma ok 10
a
Flo
o
fW
dB
ht o (Dee
PB-19
MASTER GRADING & DRAINAGE
PLAN
RCP
8"
R ig
2-1
R:\CONNERTON\FCG - CONNERTON\WORKING FILES\CURRENT DRAWINGS\CP\GD.DWG-C-301 2015/06/25 9:18 AM NATALIE BUDEN
WETLAND 425
CATEGORY I
INSTALL PLATE OVER
TREATMENT WEIR. SEE
DRAINAGE DETAILS
A37 Southeast
SH= 75.50
NP= 74.40
30
0
1-3
" RCP
180 LF 48
80.1
'
2
80.8
80.19
80.8
79.39
78.80
2-1
78.80
79.30
79.25
78.80
78.80
79.26
80.09
80.33
80.5
REPLACE EXISTING 5' STORM
MH WITH 7' STORM MH
TOP ELEV.= 79.82
INV. IN (W)= 69.34
INV. IN (E)=69.34
INV. OUT (N)= 69.34
15
PROFILE GRADE ELEVATION REFERENCE
CONTOUR
15.0
FINISH FLOOR ELEVATION
TYPE 'F' CURB LIMITS
UDCO
UNDERDRAIN WITH CLEANOUT
AB#
SOIL BORING LOCATION
TEMPORARY SWALE CENTERLINE
MASS GRADING RIDGELINE
GENERAL LEGEND
EPCWL
WCAS
WETLAND LINE
12" Oak
12" Oak
AY
DATE
S
AIN
PL
T
N
ASA
PROJECT NO:
FILE:
DESIGN BY:
DRAWN BY:
C-301
OWNER: FAMILTAT
HOLDINGS LLC
FCG CT 1006
GD
NYB
NYB
C-302
OWNER: FAMILTAT
HOLDINGS LLC
DATE:
REGISTRATION NO.
61035
----
06/22/2015
REVIEW SUBMITTAL
PLE
1
41
PB-40
KW
R
A
P
DESCRIPTION
C
03
C-3
80.0
80.33
No.
)
Y
LVD
WA
IGH AKES B 45
ion 5
. H
L
rtat
o.
'
O
U.S
dN
spo -Road
D
a
n
N
o
a
(LA
44B
f Tr
te R
o. 5 4)
Sta
nt o
e
N
4
tion
artm
e4
Sec 2, Pag
Dep
p
0
rida
Ma
k1
ay
Flo
fW
Boo
ht o (Deed
Rig
PB-19
TOP OF CURB / SIDEWALK
EDGE OF PAVEMENT
UDCO
8.0'
%
MASS GRADING RIDGE LINE
(TYP.)
15.00
14.50
DIRECTION OF SURFACE FLOW
0.70
80.8
SPOT ELEVATION PAVEMENT
FF=000.00
78.80
80.9
15.00
DATE
TRACT C-1
SPOT ELEVATION GROUND
03
15.5
'
5
.
12
80.19
RCP
77.4
STRUCTURE NO.
15.00
15.00
8"
F1
80.9
D
75.5
PROPOSED TYPE 'C' GTI
TOP ELEV.= 78.65
INV. OUT (S)= 74.60
C-3
77.4
2-3
L
66
PROPOSED 28.0' DRAINAGE
EASEMENT
PROPOSED TEMPORARY
SWALE. SEE MASS GRADING
DETAILS.
10
10
2-2
P
" RC
ALL PROPOSED
IMPROVEMENTS IN US 41
ROW TO BE APPROVED BY DOT
STORM DRAINAGE STRUCTURE & PIPE
FIRST CAPITAL GROUP
8
LF 4
PROPOSED 8' STORM MH
TOP ELEV.= 77.70
INV. IN (W)= 69.20
INV. OUT (N)= 69.20
PROPOSED
DESCRIPTION
235
PROPOSED TEMPORARY
DETAILS.
EXISTING
36 LF 24" RCP
PREPARED
FOR:
TRACT C-2
78.0
PROPOSED TEMPORARY
DETAILS.
PROPOSED TYPE 'C' GTI
TOP ELEV.= 77.90
INV. IN (S)= 74.50
INV. OUT (E)=69.55
DRAINAGE LEGEND
0
1-2
www.HeidtDesign.com
1-4
PROPOSED 24" MES
INV. ELEV= 69.50
1-1
P
.0
1
8" RC
20 LF 4
Office: 813-253-5311
Fax: 813-464-7629
15
69.5
PROPOSED 8' STORM MH
TOP ELEV.= 78.80
INV. IN (W)= 69.20
INV. OUT (N)= 69.20
.0
80.0
15
TRACT B-1
79.7
CONVERSION:
NAVD 29 TO NGVD 88 = -0.84
SEE SHEET C-302
78.5
77.8
76.6
PROPOSED 48" MES
INV. ELEV= 69.20
CONNERTON CORNER
79.6
60
0
WETLAND 425
CATEGORY I
30
R:\CONNERTON\FCG - CONNERTON\WORKING FILES\CURRENT DRAWINGS\CP\GD.DWG-C-302 2015/06/25 9:18 AM NATALIE BUDEN
FLOODPLAIN/
WETLAND
MITIGATION
AREA M-12
NW=75.5
60
CONVERSION:
NAVD 29 TO NGVD 88 = -0.84
Office: 813-253-5311
Fax: 813-464-7629
A37 Southeast
SH= 75.50
NP= 74.40
PB-42
TRACT B-3
PB-115
PROPOSED TYPE I INLET
TOP ELEV.= 78.13
INV. OUT (S)= 73.95
2-3
79.35
79.00
66
79.23
80.19
LF
18"
RCP
78.60
78.30
2-1
79.30
79.30
79.25
5A
79.25
CONVERT EXISTING INLET TO
MH. ADJUST TOP TO FINISHED
GRADE. CORE EX. STRUCTURE
FOR PROPSED 24" INVERT
TOP ELEV.= 78.19
INV (N)= 73.90
EX. INV (E) =71.32
EX. INV (S) =70.58
EX. INV (W) =69.93
78.80
78.20
78.80
DESCRIPTION
78.80
78.80
END TYPE 'F' CURB
DATE
78.80
X
X
X
X
X
X
10
15
.
12" Oak
15.00
12" Oak
15.00
15.00
14.50
EDGE OF PAVEMENT
15.00
15
STRUCTURE NO.
1
00
15
.0
10
WCAS
CONTOUR
15.0
FF=000.00
PROJECT NO:
FILE:
DESIGN BY:
DRAWN BY:
UDCO
UDCO
AB#
FCG CT 1006
GD
NYB
NYB
C-301
C-302
TEMPORARY SWALE CENTERLINE
MASS GRADING RIDGELINE
DATE:
REGISTRATION NO.
61035
----
WETLAND LINE
DESCRIPTION
EPCWL
DATE
PROPOSED
GENERAL LEGEND
06/22/2015
EXISTING
REVIEW SUBMITTAL
X
DRAINAGE LEGEND
X
SEE SHEET C-301
61.5
FIRST CAPITAL GROUP
1-4
PREPARED
FOR:
CONNERTON CORNER
TRACT B-2
www.HeidtDesign.com
R:\CONNERTON\FCG - CONNERTON\WORKING FILES\CURRENT DRAWINGS\CP\SEC.DWG-C-303 2015/06/25 9:19 AM NATALIE BUDEN
CONVERSION:
NAVD 29 TO NGVD 88 = -0.84
69.5
M
4:1
69.5
AX.
84
80
76
72
68
64
80.8
EXISTING GRADE (TYP.)
M
M
1
61.5
AX
.
PROPOSED GRADE (TYP.)
.
AX
0+00
1+00
2+00
3+00
www.HeidtDesign.com
3+70
CONNERTON CORNER
78.4
Office: 813-253-5311
Fax: 813-464-7629
SECTION A
4:1 MAX.
78.5
AX.
MA
M
4:1
X.
69.5
M
AX
1
AX
.
0+00
M
1
2:
61.5
.
69.5
1+00
80
76
72
68
64
DESCRIPTION
4:1
PREPARED
FOR:
78.5
STAKED EROSION CONTROL (TYP.)
80
76
72
68
64
POND 100A
DHW100=77.66
DHW25=77.39
DLW=76.30
DNW=75.50
2:
WETLAND SET BACK LINE (TYP.)
10' ACCESS
EASEMENT
2+00
DATE
SECTION B
PROPERTY LINE (TYP.)
MATCH EXISTING GRADE AT
80
76
72
68
06/22/2015
80
76
72
68
24' ACCESS DRIVE
84
80
76
RIDGE LINE
84
80
76
1
REVIEW SUBMITTAL
PROJECT NO:
FILE:
DESIGN BY:
DRAWN BY:
0+00
1+00
SECTION C
0+00
1+00
FCG CT 1006
SEC
NYB
NYB
SECTION D
DATE:
REGISTRATION NO.
61035
----
X.
78.7
80.9
80.8
FIRST CAPITAL GROUP
4:1 MAX.
MA
78.5
77.5
VERTICAL SCALE: 1" = 2'
DESCRIPTION
4:1
79.5
POND 100
DHW100=77.65
DHW25=77.38
DLW=76.30
DNW=75.50
40
DATE
78.5
20
HORIZONTAL SCALE: 1" = 20'
2:
84
80
76
72
68
64
0
1
STAKED EROSION CONTROL (TYP.)
10' ACCESS
EASEMENT
RIDGE LINE
TEMPORARY SWALE
2:
WETLAND SET BACK LINE (TYP.)
15' CONTAINMENT
BERM
POND CROSS SECTIONS
10' MAINTENANCE
BERM
7'-4"
6'-6 1"4
Office: 813-253-5311
Fax: 813-464-7629
www.HeidtDesign.com
.
AD
R
4"
3/
WELD
(FOR TRAFFIC BEARING GRATES)
0.12
0.15
.3
0
0.15
DESCRIPTION
.4
0
DATE
0.12
COVER
COVER
0.12
0.42
0.96
(3'-6")
1.20
(4'-6")
0.48
0.14
DESIGN BY:
NYB
DRAWN BY:
NYB
0.16
0.08
0.48
0.12
0.24
0.24
0.96
(3'-6")
1.20
(4'-6")
0.72
0.48
0.12
DD
SECTION "A-A"
0.42
0.72
0.08
FCG CT 1006
FILE:
0.48
0.48
DESCRIPTION
0.12
0.36
DATE
0.15
0.12
0.12
0.16
0.48
0.12
0.12
0.12
0.12
0.36
0.08
0.12
0.48
0.12
1.20
(4'-6")
0.96
(3'-6")
0.12
PROJECT NO:
1.68
(5'-0")
1.44
(4'-0")
COVER
-0
-0
0
-0
.3
0
-0
.4
0.48
0.34
1.20
(4'-6")
0.96
(3'-6")
0.12
0.15
0.68
(2'-8 1/4")
0.52
6"
0.14
COVER
0.08
0.09
0.24
0.24
0.06
HAY BALE
0.48
0.24
0.24
3'-0" GUTTER
TRANSITION (TYP)
0.12
0.12
0.08
0.12
0.14
EXISTING GRADE LINE
PLAN
0.48
TYPE I
SECTION A-A
0.12
0.48
0.48
1.08
FILL
0.96
(3'-6")
SLOPE
WETLAND SETBACK LINE
0.96
(3'-6")
1.44
(4'-0")
0.96
(3'-6")
0.36
0.48
TYPE II & III
SECTION A-A
2.76
(9'-6")
0.12
1.68
(5'-0")
1.44
(4'-0")
WETLAND LINE
SLOPE
0.12
0.12
1.08
0.12
"A"
STAKE
CO S
M EAL
PA W
CT IT
ED H
FI
LL
WETLAND LINE
HAY BALE
(TYP.)
0.12
N.T.S.
"A"
0.12
0.12
0.96
(3'-6")
0.12
0.12
SILT SCREEN
1.56
(6'-0")
1.20
(4'-6")
HAY BALE
0.48
0.48
0.12
STAKE
(TYP.)
0.36
0.36
12
0.12
1.44
(4'-0")
METHOD OF INSTALLATION
0.48
0.36
0.12
2.76
(9'-6")
NATIVE SOIL
3'-0" GUTTER
TRANSITION (TYP)
0.12
NATIVE SOIL
AS SHOWN
.1
2
0.12
TYPE I
SECTION A-A
0.36
-0
0.08
0.48
0.48
0.36
06/22/2015 REVIEW SUBMITTAL
BACKFILL
0.48
1.20
0.48 (4'-6")
-0
.
0.48
TYPE II & III
SECTION A-A
1.20
(4'-6")
3'-0" GUTTER
TRANSITION (TYP)
0.96
(3'-6")
0.15
6"
0.68
(2'-8 1/4")
0.96
(3'-6")
0.12
BACKFILL
0.09
0.15
0.12
0.36
3'-0" GUTTER
TRANSITION (TYP)
POST
0.12
6"
SILT STOP
POST
0.36
0.36
0.08
7"
N.T.S.
SILT STOP
0.48
0.36
0.68
(2'-8 1/4")
STAKED TURBIDITY BARRIER
1.20
(4'-6")
0.08
0.16
9"
3'
18"
MIN
5' OR GREATER
0.48
1.20
(4'-6")
0.16
9"
6' MAX.
6"
Note:
This curb inlet has been approved by Pasco County for use on non-functionally
classified roadways, such as local streets and subdivision collector roadways. It
does not conform to the Florida Department of Transportation Manual of Uniform
Minimum Standards for Design, Construction, and Maintenance for Streets and
Highways, the Standard Specifications for Road and Bridge Construction, or the
Design Standards for Design, Construction, Maintenance and Utility Operations on
the State Highway System. However, we hereby certify that it is suitable for use at
the locations depicted herein.
POST (OPTIONS: 2"x 4" OR
2-1/2" MINIMUM DIA. WOOD;
STEEL 1.33 LBS/FT. MINIMUM)
18 OZ. NYLON REINFORCED
P.V.C. FABRIC
(300 P.S.I. TEST)
PREPARED
FOR:
NOT TO SCALE
FIRST CAPITAL GROUP
2"
5"
DRAINAGE DETAILS
CONNERTON CORNER
#5 ANCHOR BAR
(3 REQUIRED)
N.T.S.
EROSION CONTROL DETAILS
NOTE: THE EROSION BARRIERS, AS SHOWN, ARE NOT TO BE CONSTRUED TO MEAN THAT
THEY ARE ALL THAT MAY BE REQUIRED. THE CONTRACTOR IS TO TAKE WHATEVER
MEASURES NECESSARY TO CONTROL EROSION THROUGHOUT THE PROJECT.
PLAN
PLAN
PLAN
PLAN
CURB INLET
TYPE I
CURB INLET
TYPE II & III
CURB INLET
TYPE I
CURB INLET
TYPE II & III
CURB INLETS
TYPES I, II & III
FOR TYPE F CURB
CURB INLETS
TYPES I, II & III
LARA G. BARTHOLOMEW
DATE:
REGISTRATION NO.
61035
COPIED,
TO DRAWINGS
REPRODUCED,
OR EXHIBITS)
OR DISTRIBUTED
MAY BE COPIED,
UNLESS
REPRODUCED,
SPECIFIC WRITTEN
OR DISTRIBUTED
PERMISSION
UNLESS
HAS SPECIFIC
BEEN OBTAINED
WRITTEN
FROM
PERMISSION
HEIDT DESIGN, LLC. IN ADVANCE. CONSENT
IS
HAS
HEREBY
BEEN OBTAINED
GRANTED FROM
SPECIFICALLY
HEIDT DESIGN,
TO GOVERNMENTAL
LLC. IN ADVANCE.
AGENCIES
CONSENT
TO REPRODUCE
IS HEREBY GRANTED
THIS DOCUMENTATION
SPECIFICALLYIN
TOCOMPLIANCE WITH F.S. CHAPTER 119.
2" X 2" X 1/4"
ANGLE IRON
R:\CONNERTON\FCG - CONNERTON\WORKING FILES\CURRENT DRAWINGS\CP\DD.DWG-C-304 2015/06/25 9:19 AM NATALIE BUDEN
C PIPE
L
C PIPE
L
DIA. + 1'-2"
PROJECT NO:
FILE:
DATE:
REGISTRATION NO.
DESCRIPTION
DATE
DESCRIPTION
PREPARED
FOR:
FCG CT 1006
DD
DESIGN BY:
NYB
DRAWN BY:
NYB
LARA G. BARTHOLOMEW
61035
FIRST CAPITAL GROUP
www.HeidtDesign.com
COPIED,
TO DRAWINGS
REPRODUCED,
OR EXHIBITS)
OR DISTRIBUTED
MAY BE COPIED,
UNLESS
REPRODUCED,
SPECIFIC WRITTEN
OR DISTRIBUTED
PERMISSION
UNLESS
HAS SPECIFIC
BEEN OBTAINED
WRITTEN
FROM
PERMISSION
IS
HAS
HEREBY
BEEN OBTAINED
GRANTED FROM
SPECIFICALLY
HEIDT DESIGN,
TO GOVERNMENTAL
LLC. IN ADVANCE.
AGENCIES
CONSENT
TO REPRODUCE
IS HEREBY GRANTED
THIS DOCUMENTATION
SPECIFICALLYIN
DATE
DRAINAGE DETAILS
CONNERTON CORNER
Office: 813-253-5311
Fax: 813-464-7629
B
4:1
10:1~20:1
A
A
Y
12" PVC PIPE
NOT TO SCALE
12" TEE
W/RISER
M
P
30"
5:1
14"
14"
15'
SECTION AA
NOT TO SCALE
NOT TO SCALE
POND
5'
MASS GRADING
(SEEDED)
SEE
DIVERSION
SWALE
DETAIL
200' MAX
CL
SWALE
NOTE: ALL PERFORATED PIPE SHALL
HAVE A FILTER FABRIC SOCK
MEETING SECTION 948
4:1
TYPICAL TEMPORARY SUMP OUTFALL DETAIL
10:1~20:1
18" DEEP
NOT TO SCALE
MAINTENANCE
BERM
2'
6"
SEE OVERFLOW SPILLWAY DETAIL
12"
Y
AR
S
R
4:1
36' MIN.
5'
50'
12" PVC PIPE
P
12"
M
ANCHOR MAT PER MANUFACTURER'S SPEC
TURF REINFORCEMENT MAT
(INSTALLED PER MANUFACTURER'S SPEC)
SEE OVERFLOW SECTION DETAIL
12" TEE
W/RISER
SU
5'
PO
DNW
MAT TO BE PLACED
AND ANCHORED
UNDERNEATH THE SOD
PE
LO
M
TEMPORARY
SUMP
POND
TE
6' WIDE
OVERFLOW
SPILLWAY
(SEE DETAIL)
NOTE:
APPURTENANCES NOT SHOWN
FOR CLARITY
PREPARED
FOR:
6" SPILLWAY ENDS AT THE 4:1 SLOPE
TEMPORARY SUMP EMERGENCY OVERFLOW SECTION DETAIL
NOT TO SCALE
NOTE: ALL TEMPORARY SWALES/SUMPS SHALL BE
BACKFILLED/COMPACTED (95% MODIFIED PROCTOR)
AND GRADED TO FINAL ELEVATION AT THE TIME OF
HOME CONSTRUCTION IN ACCORDANCE WITH THE
APPROVED GRADING PLAN.
ACCEPTABLE EROSION CONTROL MATERIALS
FOR FLOW CHANNELS AND STEEP SLOPES (>4:1)
NORTH AMERICAN GREEN VMAX C350
ERO-GUARD EG-2 C
NORTH AMERICAN GREEN VMAX SC250
ERO-GUARD EG-2 S/C
10'
6'
4:1 TYP.
FOR EMBANKMENT STABILIZATION (<4:1)
NORTH AMERICAN GREEN BIONET SC150 BN
NORTH AMERICAN GREEN SC150
ERO-GUARD BG-2 SIC
24"
12"
NOTE: ALL PERFORATED PIPE SHALL
HAVE A FILTER FABRIC SOCK
MEETING SECTION 948
TYPICAL TEMPORARY POND PROTECTION PLAN
(FOR LARGE AREAS OF MASS GRADING)
NOT TO SCALE
NOTE: ALL MATERIAL SHALL AT A MINIMUM BE INSTALLED
MANUFACTURER'S INSTALLATION INSTRUCTIONS/
SPECIFICATIONS/GUIDELINES
DESCRIPTION
SOD
FIRST CAPITAL GROUP
6' WIDE OVERFLOW SPILLWAY DETAIL THROUGH BERM
DATE
NOT TO SCALE
MAINTENANCE
BERM
(10')
STORMWATER FACILITY
DISTRICT PARK
CONTAINMENT
2'-7"
DNW
4:
POND
5'
SLOPE VARIES
10:1 TO 20:1
ANCHOR MAT PER MANUFACTURER'S SPEC
NOTE:
APPURTENANCES NOT SHOWN
FOR CLARITY
12"
NW
5:1
12"
MIN.
X
MA
5:1
3"
(SODDED)
ELEV. 76.24
SEE TEMP SWALE
DETAIL THIS SHEET
MAINTENANCE
BERM
POND
EMBANKMENT
1'-3"
3"
1'-1"
MAX
4:1
NOT TO SCALE
6"
MASS GRADING
(SEEDED)
POST-DEVELOPED
(FUTURE) GRADE
SECTION
1'-7"
TYPICAL TEMPORARY DIVERSION SWALE DETAIL
(TO BE USED ALONG POND AREAS)
ELEV. 75.50
3
16" THICK
FIBERGLASS PLATE FASTENED TO
CONTROL STRUCTURE OUTSIDE WALL
W/ FASTENERS @ 12" O.C.
ELEV. 75.44
NOT TO SCALE
PROJECT NO:
ELEV. 74.99
12'
TYPICAL
20'
4:1 SLOPE
10' to 20'
FCG CT 1006
FILE:
COMMON LOT LINE
FASTENER (TYPICAL)
DESCRIPTION
MAT TO BE PLACED
AND ANCHORED
UNDERNEATH THE SOD
E
P
LO
1S
6"
3"
SOD
PERMANENT
MAINTENANCE BERM
2'
12" MAX.
TYPICAL
POND
DATE
(SEED & MULCH)
TYPE V SWALE
6"
DNW
SLO
5:1
12" PVC
FLEXIBLE
PIPE
PE
4:1
FUTURE
GRADE
HIGH POINT
12" DEEP
DRAINAGE DETAILS
5:1
www.HeidtDesign.com
CONNERTON CORNER
3'
TYP.
NW
200' MAX
CONTAINMENT BERM
3'TYP.
10:1~20:1
FILL/SURROUND
PERFORATED PIPE
W/ ROCK BALLAST
MAINTENANCE
BERM
24"
6"
TYP.
POND
5'
4:1
CL
TEMPORARY SUMP DETAIL
Office: 813-253-5311
Fax: 813-464-7629
6'
SWALE
8' PERFORATED
PIPE SECTION
NON-PERFORATED
PIPE
15'
MAINTENANCE BERM
B
VARIES 10' to 20'
NW
5'
REAR LOT LINE
15'
18" DEEP
12" TEE
w/RISER
DD
DESIGN BY:
NYB
DRAWN BY:
NYB
CONTROL STRUCTURE 100 TREATMENT WEIR RETROFIT
PLAN
POND EMBANKMENT STABILIZATION DETAIL FOR CONCENTRATED SHEET FLOW
NOT TO SCALE
SCALE - 1"= 1'
ACCEPTABLE EROSION CONTROL MATERIALS
FOR FLOW CHANNELS AND STEEP SLOPES (>4:1)
NORTH AMERICAN GREEN VMAX C350
ERO-GUARD EG-2 C
NORTH AMERICAN GREEN VMAX SC250
ERO-GUARD EG-2 S/C
FOR EMBANKMENT STABILIZATION (<4:1)
NORTH AMERICAN GREEN BIONET SC150 BN
NORTH AMERICAN GREEN SC150
ERO-GUARD BG-2 SIC
EXISTING CONTROL STRUCTURE DATA
EX.
STR.
NO.
NOTE: ALL MATERIAL SHALL AT A MINIMUM BE INSTALLED
MANUFACTURER'S INSTALLATION INSTRUCTIONS/
SPECIFICATIONS/GUIDELINES
100
DISCHARGE PIPE
FDOT
BOX
TYPE
WALL
TOP EL. BOTT. EL.
(FT.)
(FT.)
78.00
-
TYPE
-
ATTENUATION AND TREATMENT CONTROLS
SIZE
(IN.)
INV. EL.
(FT.)
STR.
TYPE
-
-
CS-5
ATTENUATION
OPENING
A
B
16'-0"
1'-9"
EL.
(FT.)
76.24
TREATMENT
OPENING
C
D
1'-7 1/4"
9 5/8"
EL.
(FT.)
75.44
REMARKS
LARA G. BARTHOLOMEW
DATE:
REGISTRATION NO.
61035
COPIED,
TO DRAWINGS
REPRODUCED,
OR EXHIBITS)
OR DISTRIBUTED
MAY BE COPIED,
UNLESS
REPRODUCED,
SPECIFIC WRITTEN
OR DISTRIBUTED
PERMISSION
UNLESS
HAS SPECIFIC
BEEN OBTAINED
WRITTEN
FROM
PERMISSION
IS
HAS
HEREBY
BEEN OBTAINED
GRANTED FROM
SPECIFICALLY
HEIDT DESIGN,
TO GOVERNMENTAL
LLC. IN ADVANCE.
AGENCIES
CONSENT
TO REPRODUCE
IS HEREBY GRANTED
THIS DOCUMENTATION
SPECIFICALLYIN
15'
AR
NOT TO SCALE
10 LF 12"
PERFORATED
PIPE (TYP.)
SU
NONPERFORATED
PIPE
TYPICAL TEMP. SWALE SECTION
50'
SECTION BB
12" TEE
W/RISER
10'
R
12"
PERFORATED
PIPE
ELEVATION PER PLAN
PO
8' SECTION
OF PERFORATED
PIPE
5'
2' MIN.
M
A
ROCK
BACKFILL
5:1
TE
5:1
6' WIDE
OVERFLOW
SPILLWAY
(SEE DETAIL)
5:1
A
5:1
5:1
6:
1
1
6:
15'
10'
6" MIN.
SOD EXPOSED SOIL
STABILIZE
WITH SOD
WETLAND 425
CATEGORY I
R:\CONNERTON\FCG - CONNERTON\WORKING FILES\CURRENT DRAWINGS\CP\WS-KEY.DWG-C-300 2015/06/25 9:19 AM NATALIE BUDEN
FLOODPLAIN/
WETLAND
MITIGATION
AREA M-12
NW=75.5
WETLAND 425
CATEGORY I
A37 Southeast
SH= 75.50
NP= 74.40
A37 Southeast
SH= 75.50
NP= 74.40
UNPLATTED
0
EXISTING 12" FM
80
160
CONVERSION:
NAVD 29 TO NGVD 88 = -0.84
" RCP
180 LF 48
120 LF
P
48" RC
36 LF 24" RCP
PB-42
EXISTING 4" RM
235
2-3
PB-115
8
LF 4
2-2
" RC
Office: 813-253-5311
Fax: 813-464-7629
P
www.HeidtDesign.com
RCP
8"
<
1
LF
66
EXISTING 16" RM
R ig
2-1
<
UNPLATTED
P
OWNER: CONNERTON
EXISTING 6" FM
EXISTING 12" RM
shall be PVC Pressure Pipe; Pressure Rate 200; DR 21 per ASTM Standard D-2241. Water mains smaller than 2" in
diameter shall be Class 1120 or 1220; Schedule 80 and meet the requirements of ASTM D-1785.
7. All water mains shall be deflected vertically where crossing storm sewer pipe to obtain a minimum vertical distance of
18 inches between the outside of the water main and the outside of the storm sewer. Joints shall be located such
that the distance from the storm sewer and water main joint is as far as practical.
8. Water mains should be laid at least 10 feet horizontally from any existing or proposed storm sewer.
9. At no time should vertical clearance between force main or gravity sewer and water main be less than 18" at crossing
of same.
10. At no time should horizontal clearance between force main or gravity sewer and water main be less than 10' when
same are paralleling each other.
11. Adjusting manhole tops to match grade and slope of the finish paving shall be included in the respective contract unit
price for manholes, payment of which will constitute full compensation for the construction and completion of the
manhole, and no additional payment will be allowed or made for adjusting manhole tops.
12. The locations and elevation of all service lines are to be determined in the field by Owner and/or Contractor prior to
construction of same.
13. Bends shall be installed in force main or water main to avoid unforeseen conflicts in existing or proposed structures.
14. The joint deflection method shall be used where practical in lieu of installing bends.
15. Contractor shall verify locations and depths of existing water and sewer lines prior to beginning construction.
16. The existing underground utility lines shown hereon were taken from documents furnished by others and not field
verified, therefore, the Engineer cannot guarantee the accuracy of same nor that all are shown. The Contractor shall
expose all underground utility lines in coordination with the Owners to his satisfaction and make adjustments to
same in the event there are conflicts with new construction.
17. Contractor shall be responsible for obtaining any and all road crossing or utility permits.
18. All 8" gravity sanitary sewer pipe shall be constructed at a 0.40% minimum slope unless otherwise noted.
19. All valve box assemblies located within roadways or parking areas shall be protected from truck traffic by use of 6"
thick reinforced concrete pads poured around valve boxes (see detail).
20. All subsurface construction shall comply with the "Trench Safety Act." The Contractor shall insure that the method of
trench protection and construction is in compliance with the Occupational Safety and Health Administration (OSHA)
Regulations.
21. Connections into existing county-owned systems shall be via wet tap. Wet taps shall be performed by the Pasco
County Utilities Services Branch at the developer's expense. Material for wet taps larger than 2" shall be provided
and installed by the project contractor. Excavation, backfill and surface restoration shall be the contractor's
responsibility.
22. Gate valves installed for phasing shall be restrained per current Pasco County standards.
23. Off-road utility easements shall be "stabilized" for access by maintenance vehicles.
24. Reclaimed water mains, valves, and services shall include the following to avoid confusion with potable system:
a. Purple pigmented C-900, DR-18 PVC piping for 4"-12" reclaimed water mains, except 2" which shall be SDR 21
PVC piping.
b. Square top valve boxes for isolation valves in system, with covers marked "Effluent."
c. Purple stripe on curb to identify reclaimed water services.
d. One inch services for reclaimed water services.
e. Purple magnetic locating tape, stating "REUSE MAIN BURIED BELOW" over all reclaimed water mains (18 inches
below grade).
f. Reclaimed water service on opposite lot line from potable service.
g.
DESCRIPTION
PREPARED
FOR:
DATE
1. Prior to construction, the Contractor shall obtain from the Engineer or Owner a copy of all pertinent permits related to
this project. It is the Contractor's responsibility to assure that all construction activities are in compliance with the
conditions of all permits and approvals.
2. Solid sod, all areas in existing rights-of-way disturbed by construction.
3. Contractor is to coordinate all work within, but not limited to, Pasco County rights-of-way with utility companies in
order to prevent damage to utility lines and the making of adjustments to same, if required. In accordance with the
Underground Facility Damage Prevention and Safety Act (Chapter 556, F.S.) the Contractor shall call the Sunshine
State One Call of Florida (SSCOF) at 1-800-432-4770 forty eight (48) hours in advance of any excavation.
4. All utility materials and workmanship must comply with Standards for Design and Construction of Water, Wastewater
and Reclaimed Water Facilities Specs., June 1995 Edition.
5. Fire hydrant, gate valve and blow-off valve assemblies shall consist of all pipe, valves, tees, fittings, and any and all
other appurtenances comprising a complete, working unit.
6. All 4"-12" PVC water main pipe shall conform to the requirements found in AWWA Standard C-900, latest edition at
25. All aspects of reclaimed water system must comply with Chapter 17-610, F.A.C., latest edition.
26. Maintain 5' minimum horizontal separation between reclaimed mains and water mains or force mains.
27. Stub-out lines on the water main, force main, and reclaimed main shall have restrained joints from the main line to
the stub-out.
28. All PVC pressure pipe shall have a minimum 36" cover.
29. Sanitary sewers, force and reclaimed mains and storm sewers should cross under water mains. Sanitary sewers,
force and reclaimed mains and storm sewers crossing water mains shall be laid to provide a minimum vertical
distance of 18 inches between the invert of the upper pipe and the crown of the lower pipe whenever possible.
30. When sanitary sewers, force and reclaimed mains and storm sewers must cross a water main with less than 18 inches
vertical distance, both the sewer and the water main shall be constructed of ductile iron pipe (DIP) at the crossing.
(DIP is not required for storm sewers if it is not available in the size proposed.) Sufficient lengths of DIP must be used
to provide a minimum separation of 10 feet between any two joints. All joints on the water main within 20 feet of
the crossing must be leak free and mechanically restrained. A minimum vertical clearance of 6 inches must be
maintained at the crossing.
31. Where there is no alternative to sewer and reclaimed pipes crossing over a water main, the criteria for minimum
separation of 18 inches between lines and 10 feet between joints shall be required.
32. All crossings shall be arranged so that the sewer and reclaimed pipes joints and the water main pipe joints are
equidistant from the point of crossing (pipes centered on the crossing).
33. Where a new pipe conflicts with an existing pipe, the new pipe shall be constructed of DIP and the crossing shall be
arranged to meet the requirements above.
34. A minimum 10-foot horizontal separation shall be maintained in parallel installations between any type of sewer
(including drainage inlets) and water main whenever possible. A minimum 5-foot horizontal separation shall be
maintained in parallel installation between reclaimed water mains and water mains, and between reclaimed water
mains and sanitary sewers whenever possible.
35. In cases where it is not possible to maintain a 10-foot horizontal separation between any type of parallel sewer and
water main, or a 5-foot separation between reclaimed main and water main, the water main must be laid in a
separate trench or on an undisturbed earth shelf located on one side of the sewer, reclaimed main, or force main at
such an elevation that the bottom of the water main is at least 18 inches above the top of the sewer.
36. Where it is not possible to maintain a vertical distance of 18 inches or a horizontal distance of 10 feet in parallel
installations, the water main shall be constructed of DIP and the sewer, reclaimed main or the force main shall be
constructed of DIP (if available in the size proposed) with a minimum vertical distance of 6 inches. The water main
should be above the sewer, reclaimed main, or force main. Joints on the water main shall be located as far apart as
possible from joints on the sewer, reclaimed main, or force main (staggered joints).
38. In consideration of Pasco County's agreement to provide potable water and/or reclaimed water to the subject
property, Developer/Owner, and its successors assigns, agree to the following:
a. In the event of Production Failure or Shortfall by Tampa Bay Water, as set forth in section 3.19 of the Interlocal
Agreement creating Tampa Bay Water, Developer/Owner shall transfer to Pasco County any and all water use
permits or water use rights the Developer/Owner may have to use or consume surface or ground water within
Pasco County.
b. Prior to Developer/Owner selling water or water use permits or water use rights, Developer/Owner shall notify
Pasco County, and Pasco County shall have a right of first refusal to purchase such water or water use permits or
water use rights.
39. Contractor's Responsibilities regarding wet taps two inches and larger shall be as follows:
a. 2" Only- This excavated trench must be dry or the trench will require rock and a pump to be in place. The
minimum distance from the face of the valve to the wall of the trench is to be six feet.
b. 3" and Larger- The contractor will supply a tapping saddle being epoxy coated, a tapping valve with mechanical
joint and the equipment to provide, and conduct a pressure test. County personnel will witness the pressure
test which must be at 150 psi for duration of thirty minutes.
c. The contractor is responsible for the excavation before any County personnel will enter an excavated area. If
the trench is four feet in depth or deeper, it will require a trench box or sloping, and a ladder according to
Occupational Safety and Health Administration (OSHA) standards.
d. The tapping valve will require a blocking device made of suitable material or device. This blocking device or
material will be placed under the valve and remain in place until the tap machine is removed and the tap is
completed.
e. Note: If the contractor has not fulfilled his responsibilities, as stated above, prior to the arrival of Pasco County
Utilities Operations and Maintenance tapping crew, there will be an additional charge of $95.00.
f. If you have any questions regarding this information, contact Nelson D. Holt, Field Supervisor, Utilities Services
Branch, at (727) 847-8145, or e-mail [email protected].
40. Fire hydrants shall be flow tested and color coded based upon flow results.
41. Contractor is responsible for replacing, relocating and reconnecting any existing valves on-site that may be damaged
during construction. Contact Connerton West CDD for instruction.
DESCRIPTION
WATER, SEWER & RECLAIMED WATER CONSTRUCTION NOTES:
DATE
DIP
16"
TING MAIN
S
I
X
E ATER
W
OWNER: FAMILTAT
HOLDINGS LLC
REVIEW SUBMITTAL
OWNER: FAMILTAT
HOLDINGS LLC
GROVES-PHASE 1A
FIRST CAPITAL GROUP
P
06/22/2015
NT
SA
LEA
1
PB-40
MASTER UTILITY PLAN
<
AY
KW
PAR
NS
LAI
CONNERTON CORNER
EXISTING 8" WM
1
o. 4
n
Y N
WA o.45) ortatio ad 5
N
IGH
sp
Ro
. H Road Tran
4BU.S (State ent of No. 54 4)
4
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ect , Pag
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Flo
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dB
ht o (Dee
PB-19
PROJECT NO:
FILE:
DESIGN BY:
DRAWN BY:
DATE:
REGISTRATION NO.
FCG CT 1006
WS-KEY
NYB
NYB
61035
----
EXISTING OVERHEAD UTILITY
R:\CONNERTON\FCG - CONNERTON\WORKING FILES\CURRENT DRAWINGS\CP\WS.DWG-C-401 2015/06/25 9:20 AM NATALIE BUDEN
WETLAND 425
CATEGORY I
A37 Southeast
SH= 75.50
NP= 74.40
30
0
60
1-3
CONVERSION:
NAVD 29 TO NGVD 88 = -0.84
78.5
TRACT B-1
Office: 813-253-5311
Fax: 813-464-7629
1-1
69.5
www.HeidtDesign.com
1-4
DRAINAGE LEGEND
1-2
EXISTING
PROPOSED
15.00
.0
15
2-2
15.00
14.50
EDGE OF PAVEMENT
15.00
15
CONTOUR
15.0
FF=000.00
1
PROPOSED 1" PLUG (RM)
225 LF 8" PVC (WM)
PROPOSED 1" BALL
VALVE (RM)
PROPOSED FIRE HYDRANT (WM)
UDCO
AB#
WATER & SEWER LEGEND
EXISTING
PROPOSED
WATER MAIN (WM)
RECLAIMED WATER MAIN (RM)
FIRE HYDRANT
PROPOSED 8" GATE
VALVE (WM)
VALVE & BOX
REDUCER
240 LF 8" PVC (WM)
41
DESCRIPTION
37 LF 1" PVC (RM)
PLUG
BLOW-OFF
SEE DETAIL THIS SHEET FOR
WATER CONNECTION
BENDS
PB-40
DATE
No.
)
Y
WA S BLVD
n
IGH
E
. H O' LAK No.45 ortatio ad 5
U.S
d
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sp
D
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(LA
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Sta
No.
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e4
Dep ap Sec 2, Pag
0
M
rida
k1
ay
Flo
fW
Boo
ht o (Deed
Rig
FIELD VERIFY EXISTING 6" FM LOCATION.
DEFLECT 6" FM AS NECESSARY TO ENSURE A
PB-19
MINIMUM 12" SEPARATION FROM
PROPOSED 12" STORM.
SEE SHEET C-402
UDCO
2-1
PROPOSED MH
TOP ELEV.= 80.24
INV. IN (N) (6")=75.74
INV. OUT (NE)= 75.54
240 LF 8" PVC
TRACT C-1
FIRST CAPITAL GROUP
PREPARED
FOR:
.0
15.00
0
2-3
15
CORE EXISTING MH.
CONSTRUCT OUTSIDE DROP
FOR NEW INVERT. ADJUST TOP
TO FINISHED GRADE
TOP ELEV.= 79.97
INV. (W)= 74.44
INV. DROP(W)= 68.14
EX. INV. (N)=67.79
EX. INV. (S)=67.90
STRUCTURE NO.
UTILITY PLAN
10
10
CONNERTON CORNER
TRACT C-2
VERTICAL BENDS
WDSP
#
A1
S
A1
WATER DISTRIBUTION SAMPLING POINT
SANITARY SEWER (SM)
SANITARY FORCE MAIN (FM)
PROPOSED 4" DOUBLE DETECTOR
CHECK VALVE ASSEMBLY (FIRE)
PROJECT NO:
FILE:
PROPOSED 2 1/2" PLUG (WM)
PB-40
DESIGN BY:
DRAWN BY:
PROPOSED 4" GATE VALVE (FIRE)
10 LF 4" PVC (FIRE)
PROPOSED 1 1/2" RPZ
BACKFLOW PREVENTOR
(WM)
PROPOSED 8"X 4"
TEE (WM)
PROPOSED GRADE
80.2
C-401
8" PVC (SM)
INV. =74.59
10 LF 2 1/2" PVC (WM)
FCG CT 1006
WS
NYB
NYB
C-402
1.0' MINIMUM
PROPOSED 8" PLUG (WM)
CL 48" RCP (STORM)
PROPOSED 8"X 2 1/2" TEE
(WM)
69.34
X1
CROSSING DETAIL
N.T.S.
DATE:
REGISTRATION NO.
61035
----
DESCRIPTION
1
PROPOSED 4" PLUG (FIRE)
06/22/2015
FIELD VERIFY LOCATION OF RM.
DEFLECT 12" RM AS NECESSARY
TO ENSURE A MINIMUM 12"
SEPARATION FROM PROPOSED
12" STORM.
DATE
REVIEW SUBMITTAL
PROPOSED 1" CORPORATION
STOP (RM)
0
WETLAND 425
CATEGORY I
30
R:\CONNERTON\FCG - CONNERTON\WORKING FILES\CURRENT DRAWINGS\CP\WS.DWG-C-402 2015/06/25 9:20 AM NATALIE BUDEN
FLOODPLAIN/
WETLAND
MITIGATION
AREA M-12
NW=75.5
60
CONVERSION:
NAVD 29 TO NGVD 88 = -0.84
Office: 813-253-5311
Fax: 813-464-7629
A37 Southeast
SH= 75.50
NP= 74.40
www.HeidtDesign.com
RELOCATE FM TO MAINTAIN 3' MIN.
SEPARATION FROM PROPOSED CATCH
BASIN. FIELD VERIFY FORCE MAIN
LOCATION
61.5
TRACT B-3
PB-115
<
SEE SHEET C-401
2-3
FIRST CAPITAL GROUP
1-4
UTILITY PLAN
CONNERTON CORNER
TRACT B-2
<
<
2-1
PREPARED
FOR:
EXISTING PUMP STATION
RESET FM VALVE COVER TO
FINISHED GRADE
<
RESET RM VALVE COVER TO
FINISHED GRADE
<
RESET GAS VALVE COVER TO
FINISHED GRADE
DESCRIPTION
5A
RELOCATE AND RECONNECT
IRRIGATION VALVE (6)
<
DATE
225 LF 8" PVC (WM)
X
X
X
X
<
X
X
<
10
15
.
15.00
15.00
14.50
EDGE OF PAVEMENT
REDUCER
FILE:
PLUG
DESIGN BY:
CONTOUR
BLOW-OFF
BENDS
VERTICAL BENDS
15.0
FF=000.00
UDCO
RECLAIMED WATER MAIN (RM)
15.00
15.00
15
STRUCTURE NO.
UDCO
FIRE HYDRANT
VALVE & BOX
PROJECT NO:
WDSP
#
AB#
1
00
15
.0
10
WATER MAIN (WM)
A1
S
A1
WATER DISTRIBUTION SAMPLING POINT
SANITARY SEWER (SM)
DRAWN BY:
C-401
FCG CT 1006
WS
NYB
NYB
C-402
SANITARY FORCE MAIN (FM)
DATE:
REGISTRATION NO.
61035
----
DESCRIPTION
PROPOSED
DATE
EXISTING
06/22/2015
PROPOSED
REVIEW SUBMITTAL
X
EXISTING
X
WATER & SEWER LEGEND
DRAINAGE LEGEND
PROJECT NO:
DATE:
REGISTRATION NO.
DATE
DESCRIPTION
03/27/2014 UTILITY COMMENT REVISIONS
DATE
DESCRIPTION
PREPARED
FOR:
FILE:
FCG CT 1006
WSD
DESIGN BY:
NYB
DRAWN BY:
NYB
LARA G. BARTHOLOMEW
61035
R:\CONNERTON\FCG - CONNERTON\WORKING FILES\CURRENT DRAWINGS\CP\WSD.DWG-C-601 2015/06/25 9:20 AM NATALIE BUDEN
FIRST CAPITAL GROUP
www.HeidtDesign.com
1
4' MIN
WATER AND SEWER DETAILS
CONNERTON CORNER
Office: 813-253-5311
Fax: 813-464-7629
2' MIN
NOTE:
PRECAST CONCRETE
SHALL ATTAIN A MINIMUM
COMPRESSIVE STRENGTH
OF 4,000 p.s.i. AT 28 DAYS.
NOTE:
ECCENTRIC CONES
ARE ACCEPTABLE, SET
IN LINE WITH FLOW.
EXTERIOR COATING,
KOPPERS BITUMASTIC
BLACK SOLUTION,
2 COATS.
OR
TYPE II PORTLAND
CEMENT MUST BE
USED IN THE
MANUFACTURING
PROCESS
FIRST CAPITAL GROUP
PREPARED
FOR:
WATER & SEWER DETAILS
CONNERTON CORNER
www.HeidtDesign.com
R:\CONNERTON\FCG - CONNERTON\WORKING FILES\CURRENT DRAWINGS\CP\WSD.DWG-C-602 2015/06/25 9:20 AM NATALIE BUDEN
Office: 813-253-5311
Fax: 813-464-7629
2" BELOW MANHOLE
(TYP. ALL MANHOLES)
DESCRIPTION
C.I. MANHOLE FRAME & COVER
USF NO. 170-E 0RS OR EQUAL
W/ WORD "SANITARY",
H-20 LOAD RATED.
FINISHED GRADE
BRICK LEVELING COURSE
ALL PRECAST
UNITS MFG. IN
ACCORDANCE W/
A.S.T.M. SPEC.
C-478
DATE
12" MAX.
WRAPID SEAL
JOINTS TO BE
SEALED W/ O-RING
SEALS OR SINGLE
OFFSET SEAL
(ASTM C-443)
FLEXIBLE BOOT W/
S.S. STRAP CLAMPS
(ASTM C-923)
POURED IN
PLACE CONC.
OR PRE-CAST
PROJECT NO:
NO. 4 REBAR AT 12" O.C.
EACH WAY
GROUT FILLET
SLOPE GROUT ON EACH
SIDE OF FLOW CHANNELS
REINFORCE PER
A.S.T.M. C-478
PIPE &
FITTINGS
NOTE:
FCG CT 1006
FILE:
WSD
DESIGN BY:
NYB
DRAWN BY:
NYB
1. WRAPID SEAL MUST BE USED ON ALL JOINTS, CASTINGS AND RISER RINGS: ON ALL JOINTS
ON AIR RELEASES, MANHOLES, GREASE/WATER, OIL/WATER SEPARATORS, AND WETWELLS.
2. WRAPID SEAL MUST BE USED IN ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS.
3. PASCO COUNTY SHALL HAVE THE OPTION OF SPECIFYING THE TYPE OF INTERIOR LINING
TO BE INSTALLED FOR EACH INDIVIDUAL MANHOLE.
4. PASCO COUNTY SHALL HAVE THE OPTION OF REQUIRING A NEGATIVE PRESSURE TEST
PER ASTM C-1244
5. LIFT HOLES MUST NOT PENETRATE THE WALLS
CREATED
REVISED
02/24/03
DROP MANHOLE
PASCO COUNTY UTILITIES
PROVIDED FOR INFORMATIONAL
PURPOSES ONLY.
NO MODIFICATIONS WITHOUT
WRITTEN PCU APPROVAL
DETAIL 42
LARA G. BARTHOLOMEW
DATE:
REGISTRATION NO.
61035
INLET
SEWER
DESCRIPTION
WRAPID SEAL
DATE
WRAPID SEAL
WETLAND 425
CATEGORY I
40
0
R:\CONNERTON\FCG - CONNERTON\WORKING FILES\CURRENT DRAWINGS\CP\SPM.DWG-C-701 2015/06/25 9:20 AM NATALIE BUDEN
FLOODPLAIN/
WETLAND
MITIGATION
AREA M-12
NW=75.5
80
CONVERSION:
NAVD 29 TO NGVD 88 = -0.84
Office: 813-253-5311
Fax: 813-464-7629
78.5
TRACT B-2
TRACT B-1
69.5
PROPOSED ADA CURB
RAMP WITH
DETECTABLE WARNING
TRACT C-2
6" WHITE
61.5
PB-115
TRACT B-3
6" WHITE
PROPOSED ADA CURB RAMP
WITH DETECTABLE
WARNING
12" STOP BAR
DESCRIPTION
1
6" WHITE
PB-19
DATE
DELINEATOR POST PER
FDOT INDEX 17346
6" YELLOW
Y
WA
K
AR
6" WHITE
SIGN NAME
QUANTITY
R1-1
2
PL
OWNER: CONNERTON
PROJECT NO:
FILE:
DESIGN BY:
DRAWN BY:
OWNER: FAMILTAT
HOLDINGS LLC
FCG CT 1006
SPM
NYB
NYB
OWNER: FAMILTAT
HOLDINGS LLC
DATE:
REGISTRATION NO.
61035
----
SIGN QUANTITY TABLE
DESCRIPTION
NT
A
S
EA
SP
N
I
PLA
REVIEW SUBMITTAL
PB-40
6" YELLOW
DATE
ALL PROPOSED IMPROVEMENTS WITHIN
US 41 ROW TO BE APPROVED BY DOT
1
1
o. 4
Y N
WA
IGH
. H
U.S
TRACT C-1
06/22/2015
PROPOSED 24" WHITE
CROSSWALK
FIRST CAPITAL GROUP
R1-1
30" x 30"
12" STOP BAR
PREPARED
FOR:
=
1
A37 Southeast
SH= 75.50
NP= 74.40
www.HeidtDesign.com
CONNERTON CORNER
SIGNAGE LEGEND
PROPOSED ADA CURB
RAMP WITH
DETECTABLE WARNING
R:\CONNERTON\FCG - CONNERTON\WORKING FILES\CURRENT DRAWINGS\CP\SPM.DWG-C-702 2015/06/25 9:20 AM NATALIE BUDEN
SIGNING AND PAVEMENT MARKING NOTES (PRIVATE ROADWAYS):
1. ALL TRAFFIC CONTROL DEVICES SHALL BE INSTALLED IN CONFORMANCE WITH THE FEDERAL MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES AND FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS.
2. STREET NAME SIGNS SHALL BE 6" ON LOCAL ROADS AND 9" ON COLLECTOR AND ARTERIAL ROADS. SIX-INCH SIGNS SHALL HAVE 4"
SERIES C LETTERS AND 9" SIGNS SHALL HAVE 6" SERIES B LETTERS. ALL STREET NAME SIGNS ON PRIVATE STREETS (NON-COUNTY
MAINTAINED) SHALL BE STANDARD D3 STREET NAMES WITH THE COLORS REVERSED, WHITE BACKGROUND WITH GREEN LETTERS
AND BORDER. AT INTERSECTIONS WITH COUNTY MAINTAINED ROADS, THE COUNTY MAINTAINED ROAD SHALL BE GREEN
BACKGROUND WITH WHITE LETTERS.
3. CONTRACTOR MUST CONTACT ENGINEER OF RECORD PRIOR TO ORDERING STREET NAME SIGNS. APPROVED STREET NAMES
CANNOT BE DETERMINED UNTIL RECORDING OF THE PLAT.
4. EXISTING STRIPING AND OTHER PAVEMENT MARKINGS TO BE REMOVED SHALL BE DONE AS NECESSARY BY HYDROBLASTING.
GRINDING IS NOT PERMITTED.
SPECIFICATIONS FOR DESIGN AND INSTALLATION OF TRAFFIC CONTROL DEVICES ON COUNTY ROADS
1) PURPOSE:
THESE SPECIFICATIONS HAVE BEEN DEVELOPED TO PROVIDE DEVELOPERS WITH A UNIFORM SYSTEM FOR INSTALLATION OF
TRAFFIC CONTROL DEVICES ON THE COUNTY ROAD SYSTEM. A UNIFORM SYSTEM PROVIDES FOR REDUCED MAINTENANCE COSTS
AND A HIGH STANDARD OF VISIBILITY FOR DRIVERS. ALL REQUIRED TRAFFIC CONTROL DEVICES SHALL BE INSTALLED BY THE
DEVELOPER OF THE PROJECT.
Office: 813-253-5311
Fax: 813-464-7629
www.HeidtDesign.com
4) TRAFFIC CONTROL SIGNS:
4.1) ALL SIGN BLANKS SHALL BE OF A TYPE CURRENTLY CERTIFIED BY THE FDOT FOR USE IN THE STATE OF FLORIDA.
4.2) ALL SIGN FACES SHALL BE HIGH INTENSITY GRADE AND OF A TYPE CURRENTLY CERTIFIED BY THE FDOT FOR USE IN THE STATE OF
FLORIDA.
4.3) ALL SIGNS SHALL BE NO LESS THAN THE STANDARD SIZE AS SPECIFIED BY THE FEDERAL MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES. NO MINIMUM SIZE SIGNING SHALL BE ACCEPTED. LARGER SIGNS SHALL BE USED WHEN REQUIRED BY DESIGN SPEED,
ETC.
4.4) STREET NAME SIGNS SHALL BE 6" ON LOCAL ROADS, AND 9" ON COLLECTOR AND ARTERIAL ROADS. SIX INCH SIGNS SHALL HAVE
4" SERIES C LETTERS AND 9" SIGNS SHALL HAVE 6" SERIES B LETTERS. ALL STREET NAME SIGNS ON PRIVATE ROADS SHALL BE
STANDARD D3 STREET NAME SIGNS WITH THE COLORS REVERSED. WHITE BACKGROUND WITH GREEN LETTERS AND BORDER. AT
INTERSECTIONS WITH COUNTY MAINTAINED ROADS, THE COUNTY MAINTAINED ROAD SHALL BE GREEN BACKGROUND WITH
WHITE LETTERS AND BORDER. STREET NAME SIGN BRACKETS FOR 6" SIGNS 30" LONG OR LESS, OR 9" SIGNS 24" LONG OR LESS,
SHALL HAVE A 5 INCH BLADE OR CROSS. ALL OTHER STREET NAME SIGNS SHALL BE MOUNTED WITH BRACKETS WITH A 12 INCH
BLADE OR 8 INCH CROSS. ALL STREET NAME SIGN BRACKETS SHALL BE SUPPLIED WITH BOLTS, SET SCREWS WILL NOT BE
ACCEPTED.
4.5) ON ROADS TO BE MAINTAINED BY PASCO COUNTY, ALL SIGNS OTHER THAN STREET NAMES SHALL BE DATE CODED WITH A
YELLOW REFLECTIVE LABEL AFFIXED TO THE BACK OF THE SIGN. IT WILL BE PUNCHED TO SHOW MONTH, DAY AND YEAR OF
INSTALLATION (SEE SAMPLE LABEL). ALTERNATE LABEL DESIGNS PROVIDING THE DATE CODE INFORMATION MAY BE USED IF A
SAMPLE IS SUBMITTED AND APPROVED BY PASCO COUNTY PRIOR TO INSTALLATION.
FIRST CAPITAL GROUP
3.1) ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC OR PREFORMED TAPES; RAISED PAVEMENT MARKERS SHALL BE CLASS "B".
3.2) PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS SHALL BE INSTALLED ON ALL ROADS CLASSIFIED OTHER THAN
RESIDENTIAL WITH AN ADT GREATER THAN 500 VEHICLES, OR IF OTHER CONDITIONS EXIST THAT REQUIRE PAVEMENT MARKINGS,
(SEE M.U.T.C.D. SECTION 3B-1).
PREPARED
FOR:
3) PAVEMENT MARKINGS:
NOTES
2.1) ANY AND ALL TRAFFIC CONTROL DEVICES INSTALLED ON THE COUNTY ROAD SYSTEM SHALL CONFORM TO FLORIDA STATE
STATUTE 316.0745, UNIFORM SIGNALS AND DEVICES.
2.2) THIS STATUTE REQUIRES THAT ALL DEVICES CONFORM TO FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) SPECIFICATIONS.
THE FDOT HAS ADOPTED THE FEDERAL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AS THE STANDARDS TO BE USED IN
THE STATE OF FLORIDA.
CONNERTON CORNER
2) FLORIDA STATE STATUTE 316.0745:
SAMPLE LABEL: SIZE 2" X 4"
DESCRIPTION
WARNING
DATE
REMOVAL OF, OR DEFACING ANY TRAFFIC CONTROL
DEVICE IS PUNISHABLE BY FINE AND/OR IMPRISONMENT
REPORT DAMAGE BY CALLING (727) 847-2411
INSTALLED
J F M A M J J A S O N D
10'S 20'S 30'S - 1 2 3 4 5 6 7 8 9
1
06/22/2015
5.1) ALL TRAFFIC CONTROL DEVICES AND MATERIALS SHALL BE ON THE CURRENT FDOT APPROVED PRODUCTS LIST. PROOF OF
CERTIFICATION IS REQUIRED FOR ALL TRAFFIC CONTROL DEVICES.
5.2) A TRAFFIC CONTROL DEVICES SUBMITTAL DATA FORM SHALL BE SUBMITTED FOR APPROVAL PRIOR TO INSTALLATION OF ANY
TRAFFIC CONTROL DEVICE. NO TRAFFIC CONTROL DEVICE SHALL BE INSTALLED UNTIL THE CERTIFICATION SUBMITTAL HAS BEEN
APPROVED BY THE TRAFFIC OPERATIONS DIVISION. THESE FORMS ARE AVAILABLE FROM THE TRAFFIC OPERATIONS DIVISION.
COPIES OF THE APPROVED TRAFFIC CONTROL DEVICES SUBMITTAL DATA FORM SHALL BE SENT TO THE CONTRACTOR AND THE
ENGINEERING INSPECTIONS DIVISION.
6) TRAFFIC CONTROL DEVICES PLAN:
6.1) A DETAILED SET OF PLANS FOR REQUIRED TRAFFIC CONTROL DEVICES SHALL BE SUBMITTED FOR ALL ROAD CONSTRUCTION, SITE
DEVELOPMENT, SUBDIVISION, AND RIGHT-OF-WAY USE PERMITS. THESE PLANS SHALL BE IN CONFORMANCE WITH FDOT DESIGN
STANDARDS. ALL PLANS SHALL BE SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA.
6.2) WITH THE SUBMITTAL OF FINAL PLANS TO THE DEVELOPMENT REVIEW DIVISION, TWO ADDITIONAL SETS OF THE TRAFFIC
CONTROL PLAN PORTION OF THE ENTIRE PLAN SHALL BE SUBMITTED. THESE TWO SETS WILL BE FORWARDED TO THE TRAFFIC
OPERATIONS DIVISION.
PROJECT NO:
FILE:
DESIGN BY:
DRAWN BY:
FCG CT 1006
SPM
NYB
NYB
7) COST ESTIMATE:
AN ENGINEER'S COST ESTIMATE SHALL BE REQUIRED FOR ALL PROPOSED TRAFFIC CONTROL DEVICES. THE ESTIMATE SHALL BE
PROVIDED IN CONJUNCTION WITH THE TRAFFIC CONTROL DEVICES SUBMITTAL DATA FORM (SEE SECTION 5.2).
8) INSPECTION AND ACCEPTANCE:
8.1) UPON COMPLETION OF THE INSTALLATION OF THE TRAFFIC CONTROL DEVICES, THE CONTRACTOR SHALL CALL THE ENGINEERING
INSPECTIONS DIVISION FOR AN INSPECTION AT (727) 847-8154.
8.2) THE INSPECTION SHALL BE MADE BY THE ENGINEERING INSPECTION DIVISION WITHIN 48 HOURS (TWO WORKING DAYS) OF THE
REQUEST.
8.3) AN INSPECTION REPORT SHALL BE MADE BY THE ENGINEERING INSPECTIONS DIVISION. COPIES OF THE REPORT SHALL BE SENT
TO THE ENGINEER AND THE DEVELOPER.
8.4) NO ROADWAY SHALL BE OPEN TO THE PUBLIC UNTIL ALL TRAFFIC CONTROL DEVICES HAVE BEEN INSPECTED AND ACCEPTED BY
PASCO COUNTY.
DATE:
REGISTRATION NO.
61035
----
5) CERTIFICATION OF MATERIALS:
DATE
REVIEW SUBMITTAL
4.6) ALL POST SYSTEMS, MOUNTING BRACKETS AND HARDWARE SHALL BE OF A TYPE CURRENTLY IN USE BY THE PASCO COUNTY
PUBLIC WORKS DEPARTMENT AND CURRENTLY CERTIFIED BY THE FLORIDA DEPARTMENT OF TRANSPORTATION FOR USE IN THE
STATE OF FLORIDA. ALTERNATIVE SYSTEMS, ETC., SHALL ONLY BE USED IF APPROVED BY THE COUNTY ENGINEER.
DESCRIPTION
01 02 03 04 05 06 07 08 09
B. SUBMIT AND OBTAIN THE NECESSARY DESIGN RELATED STORM WATER PERMITS FROM THE FLORIDA DEPARTMENT OF
ENVIRONMENTAL PROTECTION, THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT AND OTHER APPLICABLE
GOVERNMENTAL BODIES.
2. SUCCESSFULLY COMPLETED A SIMILAR TRAINING PROGRAM.
3.
3. HAS ENOUGH PRACTICAL ON THE JOB TRAINING TO BE QUALIFIED TO PERFORM THE INSPECTIONS.
RETAIN INSPECTION REPORTS AND CERTIFICATIONS FOR AT LEAST THREE YEARS.
G. SITE STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICAL BUT IN NO CASE MORE THAN 7 DAYS, IN PORTIONS OF
THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED.
H. RELEASES IN EXCESS OF REPORTABLE QUANTITIES.
1. THE DISCHARGE OF HAZARDOUS SUBSTANCES OR OIL IN THE STORMWATER DISCHARGE(S) FROM A FACILITY OR ACTIVITY SHALL BE
PREVENTED OR MINIMIZED IN ACCORDANCE WITH THE APPLICABLE STORMWATER POLLUTION PREVENTION PLAN FOR THE
FACILITY OR ACTIVITY. THIS PERMIT DOES NOT RELIEVE THE OPERATOR OF THE REPORTING REQUIREMENTS OF 40 CFR PART 117
AND 40 CFR PART 302. WHERE A RELEASE CONTAINING A HAZARDOUS SUBSTANCE IN AN AMOUNT EQUAL TO OR IN EXCESS OF A
REPORTING QUANTITY ESTABLISHED UNDER EITHER 40 CFR 117 OR 40 CFR 302, OCCURS DURING A 24 HOUR PERIOD:
C. UPON NOTIFICATION BY THE DEVELOPER OF HIS INTENT TO COMMENCE CONSTRUCTION, SUBMIT A NOTICE OF INTENT TO THE FDEP
ON BEHALF OF THE DEVELOPER AND COPY THE CONTRACTOR INCLUDING SWPPP CERTIFICATION AND COPY OF THE PERMIT.
A. THE OPERATOR IS REQUIRED TO NOTIFY THE STATE WARNING POINT (800-210-0519 OR 850-413-9911) AS SOON AS HE OR SHE
HAS KNOWLEDGE OF THE DISCHARGE;
D. SUBMIT TO SWFWMD AND THE OPERATOR OF THE MUNICIPAL SEPARATE STORM WATER SYSTEM, IF APPLICABLE, A LETTER OF
CONSTRUCTION COMMENCEMENT.
B. THE OPERATOR SHALL SUBMIT WITHIN 14 CALENDAR DAYS OF KNOWLEDGE OF THE RELEASE A WRITTEN DESCRIPTION OF: THE
RELEASE (INCLUDING THE TYPE AND ESTIMATE OF THE AMOUNT OF MATERIAL RELEASED), THE DATE THAT SUCH RELEASE
OCCURRED, THE CIRCUMSTANCES LEADING TO THE RELEASE, AND REMEDIAL STEPS TO BE TAKEN, TO THE FLORIDA
DEPARTMENT OF ENVIRONMENTAL PROTECTION, NPDES STORMWATER SECTION, MAIL STATION 2500, 2600 BLAIR STONE
ROAD, TALLAHASSEE, FLORIDA 32399-2400; AND
E. COMPLETE AND SUBMIT A NOTICE OF TERMINATION AND CERTIFICATION FOR DEVELOPER.
THE NOT'S SHALL BE SUBMITTED NO MORE THAN 30 DAYS AFTER;
(a) COMPLETION OF THE PROJECT AND FINAL STABILIZATION OF THE SITE OR
(b) WHEN RESPONSIBILITY FOR THE SITE HAS ENDED. FINAL STABILIZATION AS DEFINED BY EPA IS WHEN ALL SOIL DISTURBING
ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND A UNIFORM (E.G. EVENLY DISTRIBUTED, WITHOUT LARGE BARE AREAS)
PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70% OF THE NATIVE BACKGROUND VEGETATIVE COVER FOR THE AREA HAS
BEEN ESTABLISHED ON ALL UNPAVED AREAS AND AREAS NOT COVERED BY PERMANENT STRUCTURES. AS AN ALTERNATIVE,
EQUIVALENT PERMANENT STABILIZATION MEASURES (SUCH AS RIPRAP, GABIONS, OR GEOTEXTILES) MAY BE EMPLOYED. THE
CLIENT SHALL NOTIFY HEIDT DESIGN, LLC WHEN ONE OF THESE CRITERIA HAS BEEN MET.
C. THE STORMWATER POLLUTION PREVENTION PLAN REQUIRED UNDER PART V OF THIS PERMIT MUST BE MODIFIED WITHIN 14
CALENDAR DAYS OF KNOWLEDGE OF THE RELEASE TO: PROVIDE A DESCRIPTION OF THE RELEASE, THE CIRCUMSTANCES
LEADING TO THE RELEASE, AND THE DATE OF THE RELEASE. IN ADDITION, THE PLAN MUST BE REVIEWED TO IDENTIFY
MEASURES TO PREVENT THE REOCCURRENCE OF SUCH RELEASES AND TO RESPOND TO SUCH RELEASES, AND THE PLAN MUST
BE MODIFIED WHERE APPROPRIATE.
2. THIS PERMIT DOES NOT AUTHORIZE THE DISCHARGE OF HAZARDOUS SUBSTANCES OR OIL RESULTING FROM AN ON-SITE SPILL.
4.
5.
6.
CONTRACTOR:
DEVELOPER:
A. SIGN AND RETURN TO HEIDT A CONTRACTORS CERTIFICATION FORM CERTIFYING YOUR UNDERSTANDING OF AND WILLINGNESS TO
COMPLY WITH THE STORM WATER POLLUTION PREVENTION PLAN NO LATER THAN 48 HOURS PRIOR TO COMMENCEMENT OF
CONSTRUCTION. ALSO, EACH SUBCONTRACTOR AFFECTED BY THE SWPPP MUST CERTIFY TO THE CONTRACTOR THAT THEY
UNDERSTAND AND SHALL COMPLY WITH THE NPDES PERMIT AND SWPPP. A RECORD OF THESE CERTIFICATIONS SHALL BE
MAINTAINED BY THE CONTRACTOR ON SITE.
A. NOTIFY HEIDT DESIGN, LLC OF YOUR INTENT TO COMMENCE CONSTRUCTION. SIGN THE NOTICE OF INTENT FORM AS OPERATOR OF
THE STORM WATER DISCHARGE FACILITY AND PERMITTEE AND RETURN TO HEIDT DESIGN, LLC.
7.
B. SIGN A CERTIFICATION OF STORM WATER POLLUTION PREVENTION PLAN AND RETURN TO HEIDT DESIGN, LLC.
8.
C. NOTIFY HEIDT DESIGN, LLC WHEN IT IS TIME TO SUBMIT A NOTICE OF TERMINATION AS DEFINED UNDER PART E OF THE HEIDT DESIGN,
LLC SECTION OF THE SWPPP. SIGN AND RETURN TO HEIDT DESIGN, LLC FOR SUBMITTAL TO FDEP A NOTICE OF TERMINATION FORM
AND CERTIFICATION.
9.
D. UNDERTAKE ALL REASONABLE BEST MANAGEMENT PRACTICES (BMP'S) TO ASSURE THAT SILTED OR OTHERWISE POLLUTED STORM
WATER IS NOT ALLOWED TO DISCHARGE FROM THE SITE DURING ALL PHASES OF CONSTRUCTION. STABILIZATION BMP'S THAT MAY
BE USED INCLUDE:
TEMPORARY OR PERMANENT SEEDING, MULCHING, GEOTEXTILES, SODDING, VEGETATIVE BUFFER STRIPS, PROTECTION OF TREES AND
PRESERVATION OF MATURE VEGETATION. STRUCTURAL EROSION AND SEDIMENT CONTROL BMP'S THAT MAY BE USED INCLUDE:
STRAW BALE DIKES, SILT FENCES, EARTH DIKES, BRUSH BARRIERS, DRAINAGE SWALES, CHECK DAMS, SUBSURFACE DRAIN, PIPE SLOPE
DRAIN, LEVEL SPREADERS, STORM DRAIN INLET PROTECTION, OUTLET PROTECTION, SEDIMENT TRAPS, AND TEMPORARY SEDIMENT
BASINS. DETENTION PONDS MAY ALSO BE USED AS TEMPORARY SEDIMENT BASINS. ADDITIONAL BMP'S THAT MAY NEED TO BE
IMPLEMENTED INCLUDE: PROVIDING PROTECTED STORAGE AREAS FOR CHEMICALS, PAINTS, SOLVENTS, FERTILIZERS, AND OTHER
POTENTIALLY TOXIC MATERIALS. PROVIDING WASTE RECEPTACLES AT CONVENIENT LOCATIONS AND PROVIDING REGULAR
COLLECTION OF WASTES, INCLUDING BUILDING MATERIAL WASTES. MINIMIZING OFF-SITE TRACKING OF SEDIMENTS. MAKING
ADEQUATE PREPARATIONS, INCLUDING TRAINING AND EQUIPMENT TO CONTAIN SPILLS OF OIL AND HAZARDOUS MATERIALS.
COMPLYING WITH APPLICABLE STATE OR LOCAL WASTE DISPOSAL, SANITARY SEWER OR SEPTIC SYSTEM REGULATIONS AND THE USE
OF APPROPRIATE POLLUTION PREVENTION MEASURES FOR ALLOWABLE NON-STORM WATER COMPONENTS OF DISCHARGE.
E. NOTIFY HEIDT DESIGN, LLC AND THE DEVELOPER IN WRITING OF ANY NON-STORM WATER POLLUTION SOURCES WHICH ARE BEING
STORED, OR OTHERWISE USED DURING THE CONSTRUCTION OF THE PROJECT, I.E., FERTILIZERS, FUELS, PESTICIDES, OTHER
CHEMICALS. THIS NOTIFICATION SHOULD BE ACCOMPANIED WITH THE CONTRACTOR'S DESIGN AND METHODS TO PREVENT
POLLUTION RUN-OFF FROM THESE SOURCES.
F. DEVELOP A MAINTENANCE AND INSPECTION PLAN WHICH INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING:
A. THE SPECIFIC AREAS TO BE INSPECTED AND MAINTAINED THAT INCLUDES ALL THE DISTURBED AREAS AND MATERIAL STORAGE
AREAS OF THE SITE.
B. THE EROSION AND SEDIMENT CONTROLS IDENTIFIED IN THE SWPPP TO BE MAINTAINED AND INSPECTED AND THOSE ADDITIONAL
CONTROLS THAT THE CONTRACTOR DEEMS NECESSARY.
C. MAINTENANCE PROCEDURES.
PRE-DEVELOPED SITE INFORMATION:
1. TOTAL SITE ACREAGE: 6.45 AC.
2. LAND USE:
COMMERCIAL
3. VEGETATION: NATURAL GRASSES
4. RECEIVING WATERS OR MUNICIPAL SEPARATE STORM WATER SYSTEM: FIVE MILE CREEK
5. 2 YEAR/24 HOUR RAINFALL DEPTH: 4.5"
PROJECT INFORMATION:
1. PROJECT TYPE (COMMERICAL)
12.
2. ANTICIPATED CONSTRUCTION SEQUENCE IS AS FOLLOWS:
1. COMPLETE EROSION CONTROL INSTALLATION
2. CLEARING AND GRUBBING
3. EARTHWORK ACTIVITIES
4. STORM WATER SYSTEM CONSTRUCTION
5. UTILITY CONSTRUCTION
6. BASE AND PAVEMENT CONSTRUCTION
7. FINAL STABILIZATION
13.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
27.
28.
29.
30.
Office: 813-253-5311
Fax: 813-464-7629
www.HeidtDesign.com
PLEASE NOTE THAT CONSTRUCTION PHASING MUST ALLOW FOR STORMWATER DISCHARGE OF OFFSITE COLLECTED RUNOFF
THROUGHOUT ALL PHASES OF CONSTRUCTION.
THE BMP'S LISTED IN PART D OF THE CONTRACTOR SECTION OF THE SWPPP SHALL BE CONSIDERED DURING ALL PHASES OF
CONSTRUCTION.
10/2015
4. ANTICIPATED COMPLETION DATE:
E. INSPECTIONS AND MAINTENANCE FORMS.
11.
6. SOIL TYPES: BASINGER FINE SAND, ZOLFO FINE SAND
3. ANTICIPATED START DATE:
D. THE PROCEDURE TO FOLLOW IF ADDITIONAL WORK IS REQUIRED OR WHOM TO CALL.
10.
16.
DESCRIPTION
C. MAINTAIN A COPY OF THE CONSTRUCTION PLANS, WHICH INCLUDE THE STORM WATER POLLUTION PREVENTION PLAN,THE NOI, AND
ALL INSPECTION REPORTS AND CERTIFICATIONS ON SITE.
15.
DATE
B. DURING CONSTRUCTION, ASSURE COMPLIANCE WITH THE DESIGNED STORM WATER POLLUTION PREVENTION PLANS PREPARED BY
HEIDT DESIGN, LLC AND THE NPDES GENERIC PERMIT FOR STORM WATER DISCHARGES FROM LARGE AND SMALL CONSTRUCTION
ACTIVITIES.
14.
R:\CONNERTON\FCG - CONNERTON\WORKING FILES\CURRENT DRAWINGS\CP\CSWMP.DWG-C-900 2015/06/25 9:21 AM NATALIE BUDEN
A. DEVELOP SWPPP INCLUDING, BUT NOT LIMITED TO, RETENTION/DETENTION PONDS, CONTROL STRUCTURES, EROSION CONTROL
METHODS AND LOCATIONS AND STABILIZATION CRITERIA. THIS DESIGN IS INCLUDED WITHIN THESE CONSTRUCTION PLANS AND THE
FOLLOWING NOTES AND INSTRUCTIONS.
2.
1. HAS SUCCESSFULLY COMPLETED THE FLORIDA STORMWATER, EROSION AND SEDIMENT CONTROL INSPECTOR TRAINING
PROGRAM.
THE SITE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF ALL EROSION
AND TURBIDITY CONTROLS AND THE QUALITY AND QUANTITY OF OFFSITE OR WETLAND DISCHARGES.
PRIOR TO CONSTRUCTION, THE SITE SUBCONTRACTOR IS RESPONSIBLE FOR HAVING HIS DEWATERING PLAN
AND TURBIDITY CONTROL PLAN APPROVED BY THE APPLICABLE REVIEWING AGENCIES. REFER TO THE
PROJECT'S PERMIT APPROVALS AND PERMIT CONDITIONS FOR AGENCIES REQUIRING SUCH REVIEW AND
APPROVAL. QUESTIONS CONCERNING APPROPRIATE TECHNIQUES SHOULD BE ADDRESSED TO THOSE
AGENCIES AND/OR DISCUSSED WITH THE PROJECT ENGINEER AND OWNER.
THE APPROPRIATE TURBIDITY AND EROSION CONTROL METHODOLOGIES SELECTED BY THE SITE
SUBCONTRACTOR FOR THIS PROJECT SHOULD BE MADE FOLLOWING ASSESSMENT OF THE PLANS AND
PROJECT SITE SPECIFIC FACTORS AND AFTER CONSULTATIONS AS NEEDED WITH THE PROJECT ENGINEER
AND APPROPRIATE AGENCIES. THE SITE SUBCONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING ANY AND
ALL NECESSARY PERMITS FOR SUCH ACTIVITY; SEVERAL FACTORS TO CONSIDER ARE LISTED BELOW:
A. CLAY CONTENT IN EXCAVATED MATERIALS AND/OR PERMEABILITIES RATES
B. DEPTH OF CUT IN PONDS, TRENCHES, OR UTILITY LINES
C. AMBIENT GROUND WATER LEVELS
D. ACTUAL RAINFALL AMOUNTS AND TIME OF YEAR RELATIVE TO NORMAL RAINY SEASON
E. PROXIMITY TO WETLANDS, WATER BODIES OR OFFSITE PROPERTIES
F. 'CLASS' DESIGNATION OF RECEIVING WATER BODIES (I.E., OUTSTANDING FLORIDA WATERS, SHELLFISH
HARVESTING AREAS, ETC.)
G. DENSITY, TYPE, AND PROXIMITY OF UPLAND VEGETATION TO BE RETAINED DURING CONSTRUCTION
(FOR USE AS POSSIBLE FILTRATION AREAS)
H. FILL HEIGHT RELATIVE TO NATURAL GRADE AND LENGTH AND STEEPNESS OF THE PROPOSED SLOPES
I. EXISTING TOPOGRAPHY AND DIRECTIONS OF SURFACE FLOW
J. TYPE OF EQUIPMENT USED
K. PROJECT TYPE
L. DURATION OF CONSTRUCTION ACTIVITIES
M. SEPARATION DISTANCE OF ONSITE PONDS
N. AMBIENT QUALITY OF SURFACE AND GROUNDWATER
O. TEMPORARY STOCKPILE LOCATIONS AND HEIGHTS
AT THE ONSET OF CONSTRUCTION, THE SITE SUBCONTRACTOR, AS THE PARTY RESPONSIBLE FOR
IMPLEMENTATION OF THE EROSION AND SEDIMENT CONTROL PLAN, SHALL ASSESS THE ABOVE DESCRIBED
CONDITIONS AND FACTORS WITH RESPECT TO RELATIVE COST EFFECTIVENESS AND SELECT THE
APPROPRIATE METHODS OF PROTECTION. A FAIRLY EXTENSIVE LIST OF TECHNIQUES ARE PRESENTED
BELOW BUT IT MUST BE STRESSED THAT ANY OR ALL OF THE FOLLOWING MAY BE NECESSARY TO MAINTAIN
WATER QUALITY AND QUANTITY STANDARDS. THE CONSTRUCTION SEQUENCING SHOULD BE THOUGHT
OUT IN ADVANCE OF INITIATION TO PROVIDE ADEQUATE PROTECTION OF WATER QUALITY.
DISCHARGES WHICH EXCEED 29 N.T.U.'S OVER THE BACKGROUND LEVELS ARE IN VIOLATION OF STATE
WATER QUALITY STANDARDS. DISCHARGES OF WATER QUANTITIES WHICH AFFECT OFFSITE PROPERTIES OR
MAY DAMAGE WETLANDS ARE ALSO PROHIBITED BY REGULATING AGENCIES.
THE EROSION AND TURBIDITY CONTROL MEASURES SHOWN HEREON ARE THE MINIMUM REQUIRED FOR
AGENCY APPROVAL. ADDITIONAL CONTROL AND MEASURES MAY BE REQUIRED DUE TO THE SITE
SUBCONTRACTOR'S CONSTRUCTION SEQUENCE & UNFORESEEN WEATHER CONDITIONS. ANY ADDITIONAL
MEASURES DEEMED NECESSARY BY THE SITE SUBCONTRACTOR SHALL BE INCLUDED IN THE LUMP SUM BID
WITH NO EXTRAS FOR MATERIALS AND LABOR ALLOWED.
HAY BALES OR SILT SCREENS SHALL BE INSTALLED PRIOR TO LAND CLEARING TO PROTECT WATER QUALITY
AND TO IDENTIFY AREAS TO BE PROTECTED FROM CLEARING ACTIVITIES AND MAINTAINED FOR THE
DURATION OF THE PROJECT UNTIL ALL SOIL IS STABILIZED.
FLOATING TURBIDITY BARRIERS SHALL BE IN PLACE IN FLOWING SYSTEMS OR IN OPEN WATER LAKE EDGES
PRIOR TO INITIATION OF EARTHWORK AND MAINTAINED FOR THE DURATION OF THE PROJECT UNTIL ALL
SOIL IS STABILIZED.
NO CLAY MATERIAL SHALL BE LEFT EXPOSED IN ANY STORMWATER STORAGE FACILITY. IF CLAY OR
SANDY-CLAYS ARE ENCOUNTERED DURING STORMWATER STORAGE EXCAVATION, THE SITE
SUBCONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY BEFORE PROCEEDING WITH FURTHER
EXCAVATION. IF THE ENGINEER OF RECORD HAS DETERMINED THAT SUCH SOILS ARE NON-CONFINING AND
MUST BE EXCAVATED TO MEET PERMIT AND DESIGN CONDITIONS, EXCAVATION MAY PROCEED AFTER
OBTAINING WRITTEN AUTHORIZATION FROM THE APPROPRIATE GOVERNING AGENCY. IF SAID SOILS ARE
LEFT EXPOSED AT THE PERMITTED AND DESIGNED DEPTH, THE SITE SUBCONTRACTOR SHALL
OVER-EXCAVATE THE POND'S BOTTOM AND SIDE SLOPES BY A MINIMUM OF TWELVE (12") INCHES AND
BACKFILL WITH CLEAN SANDS TO HELP PREVENT SUSPENSION OF FINE PARTICLES IN THE WATER COLUMN.
THE INSTALLATION OF TEMPORARY EROSION CONTROL BARRIERS SHALL BE COORDINATED WITH THE
CONSTRUCTION OF THE PERMANENT EROSION CONTROL FEATURES TO THE EXTENT NECESSARY TO ASSURE
EFFECTIVE AND CONTINUOUS CONTROL OF EROSION AND WATER POLLUTION THROUGHOUT THE LIFE OF
THE CONSTRUCTION PHASE.
THE TYPE OF EROSION CONTROL BARRIERS USED SHALL BE GOVERNED BY THE NATURE OF THE
CONSTRUCTION OPERATION AND SOIL TYPE THAT WILL BE EXPOSED. SILTY AND CLAYEY MATERIAL MAY
REQUIRE SOLID SEDIMENT BARRIERS TO PREVENT TURBID WATER DISCHARGE, WHILE SANDY MATERIAL
MAY NEED ONLY SILT SCREENS OR HAY BALES TO PREVENT EROSION. FLOATING TURBIDITY CURTAINS
SHOULD GENERALLY BE USED IN OPEN WATER SITUATIONS. DIVERSION DITCHES OR SWALES MAY BE
REQUIRED TO PREVENT TURBID STORMWATER RUNOFF FROM BEING DISCHARGED TO WETLANDS OR
OTHER WATER BODIES. IT MAY BE NECESSARY TO EMPLOY A COMBINATION OF BARRIERS, DITCHES, AND
OTHER EROSION/TURBIDITY CONTROL MEASURES IF CONDITIONS WARRANT.
WHERE PUMPS ARE TO BE USED TO REMOVE TURBID WATERS FROM CONSTRUCTION AREAS, THE WATER
SHALL BE TREATED PRIOR TO DISCHARGE TO THE WETLANDS. TREATMENT METHODS INCLUDE, FOR
EXAMPLE, TURBID WATER BEING PUMPED INTO GRASSED SWALES OR APPROPRIATE UPLAND VEGETATED
AREAS (OTHER THAN UPLAND PRESERVATION AREAS AND WETLAND BUFFERS), SEDIMENT BASINS, OR
CONFINED BY AN APPROPRIATE ENCLOSURE SUCH AS TURBIDITY BARRIERS OR LOW BERMS, AND KEPT
CONFINED UNTIL TURBIDITY LEVELS MEET STATE WATER QUALITY STANDARDS.
THE PERMITTEE SHALL SCHEDULE HIS OPERATIONS SUCH THAT THE AREA OF UNPROTECTED ERODIBLE
FIRST CAPITAL GROUP
HEIDT DESIGN, LLC:
1.
EARTH EXPOSED AT ANY ONE TIME IS NOT LARGER THAN THE MINIMUM AREA NECESSARY FOR EFFICIENT
CONSTRUCTION OPERATION, AND THE DURATION OF EXPOSED, UNCOMPLETED CONSTRUCTION TO THE
ELEMENTS SHALL BE AS SHORT AS PRACTICABLE. CLEARING AND GRUBBING SHALL BE SO SCHEDULED AND
PERFORMED SUCH THAT GRADING OPERATIONS CAN FOLLOW IMMEDIATELY THEREAFTER. GRADING
OPERATIONS SHALL BE SO SCHEDULED AND PERFORMED THAT PERMANENT EROSION CONTROL FEATURES
CAN FOLLOW IMMEDIATELY THEREAFTER IF CONDITIONS ON THE PROJECT PERMIT.
WATER DERIVED FROM VARIOUS DEWATERING METHODS SHOULD BE PASSED THROUGH SUFFICIENTLY
WIDE AREAS OF EXISTING UPLAND VEGETATION TO FILTER OUT EXCESS TURBIDITY. IF THIS IS NOT
SUFFICIENT, THE WATER SHALL BE RETAINED IN PREVIOUSLY CONSTRUCTED PERMANENT STORMWATER
PONDS OR ELSE RETAINED IN TEMPORARY SEDIMENTATION BASINS UNTIL THE CLARITY IS SUITABLE TO
ALLOW FOR ITS DISCHARGE. PLUGGING THE OUTFALLS FROM COMPLETED STORMWATER PONDS MAY BE
NEEDED TO AVOID DISCHARGE. HOWEVER, SUCH SITUATIONS SHOULD BE MONITORED CLOSELY TO
PRECLUDE BERM FAILURE IF WATER LEVELS RISE TOO HIGH.
WATER CAN BE TRANSPORTED AROUND THE SITE BY THE USE OF INTERNAL SWALES OR BY PUMPS AND
PIPES.
SHEET FLOW OF NEWLY FILLED OR SCRAPED AREAS MAY BE CONTROLLED OR CONTAINED BY THE USE OF
BRUSH BARRIERS, DIVERSION SWALES, INTERCEPTOR DITCHES OR LOW BERMS. FLOW SHOULD BE DIRECTED
TOWARD AREAS WHERE SEDIMENTS CAN SUFFICIENTLY SETTLE OUT.
EXPOSED SOILS SHALL BE STABILIZED AS SOON AS POSSIBLE, ESPECIALLY SLOPES LEADING TO WETLANDS.
STABILIZATION METHODS INCLUDE SOLID SOD, SEEDING AND MULCHING OR HYDROMULCHING TO PROVIDE
A TEMPORARY OR PERMANENT GRASS COVER MULCH BLANKETS, FILTER FABRICS, ETC., CAN BE EMPLOYED
TO PROVIDE VEGETATIVE COVER.
ENERGY DISSIPATERS (SUCH AS RIP RAP, A GRAVEL BED, HAY BALES, ETC.) SHALL BE INSTALLED AT THE
DISCHARGE POINT OF PIPES OR SWALES IF SCOURING IS OBSERVED.
ATTEMPT TO INSTALL ROADWAY CURB AND GUTTERS AS SOON AS POSSIBLE TO REDUCE THE SURFACE AREA
FOR EROSION TO OCCUR.
IMPLEMENT STORM DRAIN INLET PROTECTION (HAY BALES OR GRAVEL) TO LIMIT SEDIMENTATION WITHIN
THE STORMWATER SYSTEM. PERFORM INSPECTIONS AND PERIODIC CLEANING OF SEDIMENTS WHICH
WASH OUT INTO THE STREETS UNTIL ALL SOIL IS STABILIZED.
WATER DISCHARGE VELOCITIES FROM IMPOUNDED AREAS AND TEMPORARY SEDIMENTATION BASINS
SHALL BE RESTRICTED TO AVOID SCOURING IN RECEIVING AREAS.
IF WATER CLARITY DOES NOT REDUCE TO STATE STANDARDS RAPIDLY ENOUGH IN HOLDING PONDS, IT MAY
BE POSSIBLE TO USE CHEMICAL AGENTS SUCH AS ALUM TO FLOCCULATE OR COAGULATE THE SEDIMENT
PARTICLES.
HAY BALES, SILT SCREENS, OR GRAVEL BEDS CAN BE ADDED AROUND THE PIPE OR SWALE DISCHARGE
POINTS TO HELP CLARIFY DISCHARGES. SPREADER SWALES MAY HELP DISSIPATE CLOUDY WATER PRIOR TO
CONTACT WITH WETLANDS.
ALL FUEL STORAGE AREAS OR OTHER HAZARDOUS STORAGE AREAS SHALL CONFORM TO ACCEPTED STATE
OR FEDERAL CRITERIA FOR SUCH CONTAINMENT AREAS.
VEHICLE OR EQUIPMENT WASHDOWN AREAS WILL BE SUFFICIENTLY REMOVED FROM WETLANDS OR
OFFSITE AREAS.
FUGITIVE DUST CONTROLS (PRIMARILY BY USING WATER SPRAY TRUCKS) SHALL BE EMPLOYED AS NEEDED
TO CONTROL WINDBORN EMISSIONS.
IF THE ABOVE CONTROLS REMAIN INEFFECTIVE IN PRECLUDING RELEASE OF TURBID WATER, ESPECIALLY
DURING POND OR UTILITY LINE DEWATERING, THEN THE CONTRACTOR MAY BE COMPELLED TO USE A
VERTICAL DEWATERING SYSTEM SUCH AS WELL POINTS OR SOCK DRAINS TO WITHDRAW GROUNDWATER
WHICH MAY ALREADY BE CLEAR ENOUGH TO ALLOW FOR DIRECT DISCHARGE TO WETLANDS.
ONGOING INSPECTIONS AND PERIODIC MAINTENANCE BY THE SITE SUBCONTRACTOR SHALL OCCUR
THROUGHOUT CONSTRUCTION AS NECESSARY TO INSURE THE ABOVE METHODS ARE WORKING SUITABLY.
THIS MAY BE NEEDED DAILY, IF CONDITIONS SO WARRANT. SITE SUBCONTRACTORS ARE ENCOURAGED TO
OBTAIN AND THOROUGHLY REVIEW THE FLORIDA DEVELOPMENT MANUAL: A GUIDE TO SOUND LAND AND
WATER MANAGEMENT, WHICH WAS DEVELOPED BY THE STATE OF FLORIDA DEPARTMENT OF
ENVIRONMENTAL PROTECTION IN 1988. THIS PROVIDES FAIRLY IN-DEPTH DISCUSSIONS OF RECOMMENDED
TECHNIQUES AND ALSO PROVIDES SPECIFIC DESIGN AND TECHNICAL STANDARDS. A COPY OF THIS
DOCUMENT IS AVAILABLE FOR REVIEW AT HEIDT DESIGN, LLC.
THE CONTRACTOR WILL PERFORM DAILY INSPECTIONS OF ALL ON-SITE WETLANDS WITHIN THE
CONSTRUCTION AREA TO ENSURE THAT WATER LEVELS WITHIN THOSE WETLANDS ARE NOT EXCESSIVELY
IMPOUNDED PRIOR TO THE TIME WHEN THE PERMITTED CONTROL STRUCTURE OR OUTFALL IS BUILT.
WATER LEVELS SIGNIFICANTLY ABOVE NORMAL SHOULD BE CORRECTED AT A FREQUENCY THAT PREVENTS
A CHANGE IN THE VEGETATIVE CHARACTER OR HEALTH OF ANY WETLANDS
CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL (SILT FENCE) REMOVAL AFTER STABILIZATION.
PREPARED
FOR:
THE FOLLOWING ENTITIES ARE IDENTIFIED AS TEAM MEMBERS OF "SWPPP": HEIDT DESIGN, LLC, THE DEVELOPER AS IDENTIFIED IN THE
TITLE BOX OF THESE PLANS, AND THE SITE CONTRACTOR AND HIS SUB-CONTRACTORS. EACH TEAM MEMBER HAS SPECIFIC
RESPONSIBILITIES AND OBLIGATIONS. IN GENERAL, ALL TEAM MEMBERS, WITH REGARD TO THEIR INVOLVEMENT AND RESPONSIBILITIES
ON THE PROJECT, ARE TO IMPLEMENT ALL NECESSARY STORM WATER MANAGEMENT CONTROLS TO ASSURE COMPLIANCE WITH THE
NPDES GENERIC PERMIT FOR STORM WATER DISCHARGES FROM CONSTRUCTION ACTIVITIES, THE SOUTHWEST FLORIDA WATER
MANAGEMENT DISTRICT PERMIT, THE APPLICABLE LOCAL GOVERNING AGENCY (I.E. HILLSBOROUGH COUNTY, CITY OF TAMPA, ETC) AND
THE GUIDELINES LISTED IN THE SWPPP. THE DUTIES AND RESPONSIBILITIES OF THE TEAM MEMBERS AS THEY PERTAIN TO THE SWPPP
ARE AS FOLLOWS:
GENERAL EROSION AND TURBIDITY CONTROL NOTES
CONSTRUCTION STORMWATER
MANAGEMENT PLAN
CONTAINED ON THESE PLANS AND WITHIN THE FOLLOWING NOTES IS A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) WHICH
HAS BEEN DEVELOPED BY HEIDT DESIGN, LLC IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION'S
(FDEP) "NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM" (NPDES) GENERIC PERMIT FOR STORMWATER DISCHARGE FROM
LARGE AND SMALL CONSTRUCTION ACTIVITIES.
REPORT FORM FOR CHANGES IN THE SWPPP SHALL BE COMPLETED AND A COPY SENT TO HEIDT DESIGN, LLC THE ORIGINAL SHALL BE
KEPT ON-SITE AS DOCUMENTATION OF THE CHANGE. IF THE INSPECTION PASSES, A CERTIFICATION THAT THE FACILITY IS IN
COMPLIANCE WITH THE SWPPP AND THE NPDES PERMIT MUST BE SIGNED BY A DULY AUTHORIZED REPRESENTATIVE OF THE
PRINCIPAL EXECUTIVE OFFICIAL OF THE OPERATOR OF THE SWPPP WITH ONE OF THE FOLLOWING QUALIFICATIONS:
CONNERTON CORNER
STORM WATER POLLUTION PREVENTION PLAN
01/2016
5. TOTAL ACRES DISTURBED: 5.3
0.20
STRUCTURAL CONTROLS.
8. THE STORM WATER MANAGEMENT SYSTEM, UPON COMPLETION OF CONSTRUCTION AND APPROPRIATE CERTIFICATION AND
AS-BUILT SUBMITTALS WILL BE OPERATED AND MAINTAINED BY FISHHAWK CDD II.
DISCHARGE POINTS.
9. THE POTENTIAL SOURCE OF POLLUTION FROM THIS PROJECT IS ON-SITE DEVELOPMENT AND CONSTRUCTION ACTIVITY.
CONSTRUCTION ENTRANCES AND EXITS.
AREAS USED FOR STORAGE OF EXPOSED MATERIALS.
UNPLATTED
70' MIN.
5:1
3'
12' MIN.
120 LF
RCP
P
48" RC
36 LF 24" RCP
PB-42
1
A
180 LF 48"
EXISTING
PAVEMENT
06/22/2015
AN INSPECTION FORM SHALL BE COMPLETED FOR EACH INSPECTION. ANY PERMIT VIOLATIONS SHOULD BE NOTED AND CORRECTIVE
MEASURES SHALL BE TAKEN NO LATER THAN 7 DAYS AFTER THE INSPECTION OCCURRED. IF REVISIONS TO THE SWPPP ARE NEEDED, A
CP
66
18"
RCP
h
Rig
2-1
n
Y
WA
45) ortatio d 5
.
No
oa
IGH
sp
. H e Road f Tran 44B-R
o
U.S
.5
at
No 444)
(St tment
on
par Secti
age
De
p
2, P
rida y Ma ok 10
Flo
Wa
Bo
t of Deed
(
70' MIN.
10' MIN.
EXISTING
PAVEMENT
CSWMP
DESIGN BY:
NYB
DRAWN BY:
NYB
PB-19
AY
KW
PAR
INS
PB-40
LA
TP
. 41
No
10'
MIN.
FCG CT 1006
FILE:
LF
FILTER CLOTH
MOUNTABLE
BERM (OPTIONAL)
EXISTING
GROUND
12'
MIN.*
PROJECT NO:
8" R
A
2-2
LF 4
6" MIN.
2-3
235
FILTER CLOTH
3' MIN.
3' MIN.
PB-115
UNPLATTED
AN
AS
PLE
OWNER: CONNERTON
GROVES-PHASE 1A
10' MIN.
#57 STONE
* MUST EXTEND FULL
WIDTH OF INGRESS
END EGRESS OPERATION
TYPICAL CONSTRUCTION ENTRANCE
NOT TO SCALE
OWNER: FAMILTAT
HOLDINGS LLC
OWNER: FAMILTAT
HOLDINGS LLC
CONVERSION:
NAVD 29 TO NGVD 88 = -0.84
DATE:
REGISTRATION NO.
61035
----
7. POST-DEVELOPED "C" FACTOR:
DESCRIPTION
STABILIZATION MEASURES (ONCE A MONTH IF FULLY STABILIZED).
0.20
DATE
6. PRE-DEVELOPED "C" FACTOR:
THE FOLLOWING SHALL BE INSPECTED A MINIMUM OF ONCE A WEEK OR WITHIN 24 HOURS AFTER 0.50 INCHES OF RAINFALL:
REVIEW SUBMITTAL
F. THE PERSONNEL ASSIGNED TO EACH TASK.
160
R:\CONNERTON\FCG - CONNERTON\WORKING FILES\CURRENT DRAWINGS\CP\DA-PRE.DWG-C-901 2015/06/25 9:21 AM NATALIE BUDEN
0
320
CONVERSION:
NAVD 29 TO NGVD 88 = -0.84
www.HeidtDesign.com
BASIN 200
AREA= 7.20 Ac.
CN=90.3
Tc= 15 Min.
FIRST CAPITAL GROUP
DATE
DESCRIPTION
BASIN 582
AREA= 49.2 Ac.
CN=96.7
Tc= 35 Min.
PREPARED
FOR:
BASIN AREA
PRE-DEVELOPMENT DRAINAGE
BASIN MAP
LEGEND
CONNERTON CORNER
BASIN 1100
AREA= 29.60 Ac.
CN=88.1
Tc= 15 Min.
Office: 813-253-5311
Fax: 813-464-7629
IG
. H
U.S
06/22/2015
A37 Southeast
SH= 75.50
NP= 74.40
1
AY
HW
EX. POND 100
No.
AY
KW
41
AR
SP
AIN
L
TP
SAN
A
PLE
OWNER: FAMILTAT
HOLDINGS LLC
BASIN 100
AREA= 17.7 Ac.
CN=94.2
Tc= 15 Min.
OWNER: CONNERTON
PROJECT NO:
FILE:
DESIGN BY:
DRAWN BY:
FCG CT 1006
DA-PRE
NYB
NYB
OWNER: FAMILTAT
HOLDINGS LLC
DIP
16"
IN
TING
EXIS TER MA
WA
DATE:
REGISTRATION NO.
61035
----
REVIEW SUBMITTAL
A37 Southeast
SH= 75.50
NP= 74.40
DESCRIPTION
WETLAND 425
CATEGORY I
DATE
FLOODPLAIN/
WETLAND
MITIGATION
AREA M-12
NW=75.5
WETLAND 425
CATEGORY I
160
R:\CONNERTON\FCG - CONNERTON\WORKING FILES\CURRENT DRAWINGS\CP\DA-POST.DWG-C-902 2015/06/25 9:21 AM NATALIE BUDEN
0
320
CONVERSION:
NAVD 29 TO NGVD 88 = -0.84
www.HeidtDesign.com
BASIN 200
AREA= 7.20 Ac.
CN=90.3
Tc= 15 Min.
FIRST CAPITAL GROUP
DESCRIPTION
BASIN 582
AREA= 49.10 Ac.
CN=96.8
Tc= 35 Min.
PREPARED
FOR:
BASIN AREA
POST-DEVELOPMENT DRAINAGE
BASIN MAP
LEGEND
CONNERTON CORNER
BASIN 1100
AREA= 29.60 Ac.
CN=88.1
Tc= 15 Min.
Office: 813-253-5311
Fax: 813-464-7629
1
o. 4
Y N
INS
ASA
K
PAR
PLA
NT
FILE:
OWNER: CONNERTON
DESIGN BY:
DRAWN BY:
PLE
OWNER: FAMILTAT
HOLDINGS LLC
PROJECT NO:
Y
WA
FCG CT 1006
DA-POST
NYB
NYB
OWNER: FAMILTAT
HOLDINGS LLC
BASIN 100
AREA= 15.6 Ac.
CN=93.8
Tc= 15 Min.
DATE:
REGISTRATION NO.
61035
----
DESCRIPTION
DATE
1
WA
IGH
. H
06/22/2015
U.S
REVIEW SUBMITTAL
DATE
BASIN 100A
AREA= 2.2 AC.
CN= 98.1
Tc= 15 Min.

Connerton Corner Site Plan

Transcription

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